Statement of Qualifications

Murray Morgan Rehabilitation Design-Build Project

Speci cation No. PW10-0128F

June 8, 2010 June 8, 2010

Purchasing Division City of Tacoma Tacoma Public Utilities Administration Building Main Floor 3628 South 35th Tacoma, WA 98409

RE: Murray Morgan Bridge Rehabilitation Design-Build Project Bid No PW10-0128F

Dear Ms. Johnson:

PCL Constructions Services, Inc. (PCL) with our design team of Hardesty & Hanover, LLP (H&H) and Exeltech Consulting, Inc. (ECI) are pleased to submit our Statement of Qualifi cations for the Murray Morgan Bridge Rehabilitation Design-Build Project. The project scope entails the design-build rehabilitation of a vertical lift bridge and approaches. Rehabilitative elements include (but are not limited to): structural steel repairs, mechanical system repairs/replacement, electrical and controls system replacement, deck repairs and replacement, bridge pier repairs and painting.

PCL’s past and current experiences with similar projects includes:

• Four vertical lift bridge construction and repair projects • Fifteen design-build and CM@Risk projects; seven movable structure design-builds and one CM@Risk movable bridge project • Twenty fi ve similar bridge repair or construction projects within the past ten years with nineteen of these representing movable bridge projects

The scope and nature of these projects incorporate most if not all the of the design and construction elements identifi ed on Murray Morgan. Furthermore, our proposed Project Director/Manger, Ankur Talwar and Construction Manager, Alan Dale were involved in similar roles on the majority of these projects.

As lead design engineer, Hardesty & Hanover, LLP is a 120 year old company that specializes in movable bridge designs. They maintain the nation’s largest movable bridge staff with approximately 70 movable structural, 15 mechanical and 15 electrical spe- cialty engineers on staff. In addition to their work on the recent Murray Morgan wire replacement contract for WSDOT, H&H’s prede- cessor fi rm (Waddell & Harrington) designed the original Murray Morgan bridge over 100 years ago. Additionally, H&H has provided designs for construction and repair of 25 vertical lift and over 200 movable in the past ten years. In addition to successfully completing fi ve prior movable bridge design-builds together, PCL and H&H have also successfully completed 17 movable bridge projects together. H&H’s design team will be lead by Frank Marzella, PE, Design Project Manager. Frank has maintained a positive work history the with the City of Tacoma and your engineer, DEA, by virtue of his prior efforts on Murray Morgan, beginning in 1994.

An important member to the design team is Exeltech Consulting, Inc., a local DBE fi rm. Their efforts will be lead by Santosh Ku- ruvilla, PE, SE. ECI brings to the team, a solid working relationship with the City plus local structural design, peer review, seismic analysis support, drainage, environmental and permitting lead, railroad coordination and support.

We have also added several other key team members including:

• O’Neill Environmental Service (DBE) – Construction QA/QC and Environmental Compliance Lead • GeoEngineers – Geotechnical (as necessary) • Cultural Resources Consultants, Inc. – Historic Preservation and Coordination PCL CONSTRUCTION SERVICES, INC. 15405 SE 37th Street Suite 200, Bellevue, WA, 98006 Telephone: (425) 454-8020  Fax: (425) 454-5924 (AN EQUAL OPPORTUNITY EMPLOYER) Page 2

• Electro Hydraulic Machinery – Controls subcontractor • Valley Electric, Inc. – Electrical subcontractor

All team members are exclusive to the PCL team. Addition of a controls and electrical subcontractor at this early phase of the project is critical since both trades will be able to work in collaboration with the design team to improve the overall electrical and controls design.

The PCL team has a solid history of designing and constructing similar projects: vertical lift bridges, movable bridges, design-build delivery (on movables) and bridge repairs. Our team has the available staff and knowledge of project issues to insure successful completion of the Murray Morgan Bridge Rehabilitation Design-Build Project.

We trust that our Statement of Qualifi cations for the Murray Morgan Bridge Rehabilitation Design-Build Project meets or exceeds your expectations. We look forward to partnering with the City of Tacoma and developing the project together. If you have any questions or require additional information, please do not hesitate to contact us at (425) 454-8020.

Sincerely,

Fred G. Auch Regional Vice President Tab 1 General Company Information and Team Structure a Company Tab 1

PCL is a 103-year-old general contracting compa- ny that provides full general contracting, design- build, and construction management services. Today, PCL is ranked as the 8th largest General Contractor in North America with a construction volume of over $6 billion (USD) per year. Of- fi ces are strategically located in 27 major North American centers to support work across the 1 continental United States, , the Hawaiian Islands, Canada and the Caribbean. As a 100% employee-owned company, we are passionate about maintaining our reputation as a construction leader. The PCL family of compa- nies employs over 3,400 salaried personnel and more than 6,000 hourly/trades personnel.

PCL Construction Services, Inc., which began in the Pacifi c Northwest in 1993, currently employs 127 salaried employees. One of the greatest benefi ts PCL brings to a client is our capacity to self-perform critical work activities. PCL uses proven building techniques to do everything from erecting structural steel to forming and placing concrete. PCL’s construction professionals are able to complement our knowledge of current projects and market conditions with historical data from past projects across the United States to deliver a custom construction program. On ev- ery project site, PCL integrates our safety programs into the construction planning cycle by addressing Murray Morgan Bridge safety as part of every task performed. This inte- grated approach is important, whether working over The Murray Morgan Bridge carries 11th Street over the Thea Foss water, at heights, in confined spaces, or in close Waterway. The bridge has a total length of approximately 1760 feet, proximity to the traveling public. Our focus on zero and comprises three segments – the south approach, a multi-span incidents has allowed us to achieve an industry steel girder structure built in 1913; the north approach, a multi-span leading EMR of .55! We are not satisfied with this concrete girder structure built in 1954 as a replacement to the original approach structure; and a three-span, steel through-truss main river number and continue to strive for zero. section with a vertical-lift center span built in 1913. The Murray Morgan Bridge, designed by Hardesty & Hanover’s predecessor firm Waddell & PCL has a vast portfolio of governmental work, Harrington, was placed on the National Register of Historic Places in consisting of large bridge and roadway projects, 1982. Hardesty & Hanover has since performed engineering work in ports, naval air stations, airport tarmac and de- order to help keep the nearly 100 year old structure safe for both the velopment projects, educational and health care traveling public and waterway users. facilities, and high-tech construction facilities. A specialty area of civil construction in which PCL excels is movable and bridge structure repairs. PCL has constructed or performed repairs on Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F H&H designed their fi rst vertical lift bridge over 120 years ago and today are one of the premier complex and movable bridge designers in the US. H&H’s predecessor fi rm, Wad- dell Harrington, is the original designer of the Murray Morgan over 33 movable bridges valued at $247 million in the Bridge and we maintain records of the original design draw- past fi fteen years. As a company, we have performed ings and shop plans. H&H has been delivering movable a Company Tab 1 over 207 design-build projects valued over $2.5 billion bridge expertise in since the 1998 with signifi cant in the United States. It is important to note that project success. Specializing in bridge design, H&H offers PCL has past and current experience with national expertise in supporting disciplines such as mechani- vertical lift bridge construction and repair. cal and electrical engineering, geotechnical investigations, PCL’s similar project history includes 15 and hydraulics analysis. With over 70 movable struc- design-build and CM@Risk projects; seven tural, 15 mechanical and 15 electrical specialty movable structure design-builds and one engineers on staff H&H maintains the largest CM@Risk movable bridge project. Further- movable bridge staff in the United States and is more, we have completed 25 similar bridge committed to providing the Murray Morgan Bridge Rehabilita- repair or construction projects within the tion Design-Build project exceptional service by using their

2 past ten years, 19 of these representing movable bridge expertise. H&H will lead and manage all movable bridge projects. Murray Morgan design efforts from their local offi ce in Lacey, Washington. Our offi ce in nearby Bellevue, Washington, is thirty minutes from the Murray Morgan Bridge and the City As a premier movable bridge designer, H&H has provided of Tacoma and fully available to support our project designs for construction and repair of 25 vertical lift and over offi ce, which will be located at or near the bridge. 200 movable bridges in the past ten years. H&H has also pro- vided design services on the Murray Morgan Bridge, including Team Structure the recently completed cable replacement project for WSDOT. PCL will be the lead contracting entity with the City of PCL and H&H have been collaborating for the past ten years Tacoma. Fulfi lling the role of lead engineer and Engi- on movable bridge projects and have incredibly completed 17 neer of Record is Hardesty & Hanover, LLP (H&H). movable bridge projects together, fi ve of these design-builds.

Firm-Level Project Organization Chart

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F LeMay America’s Car Museum and others. Project Manager Chris Storey, with the City of Tacoma, is one of Exeltech’s closest client contacts and references. Exeltech’s President This past mutual working experience makes us ideally has served the City of Tacoma over the last 25 years on suited to work with the City of Tacoma on the Murray several bridge replacement, rehab and seismic retrofi t proj- Morgan Bridge Rehabilitation Design-Build project.

a Company Tab 1 ects including N. 21st Street Bridge, SR 509/BNSF Tacoma The organizational chart below depicts our team’s Yard Structures, Seismic Retrofi t 5 Bridges – Concrete Arch structure and the specifi c scope items each team Structures (E-7 and E-8), East 26th Street Concrete Bridge, members will be providing for the Murray Morgan M Street Bridge (4 Span steel superstructure on steel tower Bridge. substructure), Tacoma Ave. South Concrete Bridge; 11th Street Concrete , Puyallup River Steel Bridge, and load Additional Key Team Members ratings for several bridge structures. We have included Exeltech Consulting, Inc. (ECI) on the PCL/H&H Team. Their role will include: GeoEngineers GeoEngineers, founded in 1980 and employee-owned, • Structural Design Peer Review

3 specializes in crafting unique ecological, environmental and • Seismic Analysis Support geotechnical solutions for the transportation, water and natural • Stormwater/Drainage resource, federal, energy and development market sectors. • Environmental and Permitting Headquartered in with 15 offi ces nationwide, includ- • Railroad Coordination ing Tacoma, they employ 270 personnel, the vast majority Established in 1987, Exeltech has evolved from a of whom are located in the Puget Sound region. The team purely structural engineering fi rm to a full-service consists of engineers, scientists, geologists, fi eld personnel, fi rm providing environmental, structural and civil GIS specialists, laboratory specialists and administrative staff design and construction-management and inspection with practical hands-on experience providing earth science, services. environment and technology consulting. Geoengineers is the largest geotechnical and environmental fi rm in Tacoma. Exeltech’s staff of 40 operates from four regional offi ces located in Port Angeles, Lacey and Seattle, GeoEngineers has been providing geotechnical services Washington and Portland, Oregon. Exeltech is a within the City of Tacoma limits since 1980; having completed certifi ed DBE/MBE in the states of Wash- more than 975 geotechnical projects within the City limits ington and Oregon. Exeltech is a federally since that date, 205 in the last fi ve years. They have worked recognized SBE (small-business enterprise) and both directly for the City since 1984 and have completed more than MBE (minority-owned business) and DBE (disad- 95 projects for the City since that time. GeoEngineers was vantaged-business enterprise) for Washington State recently selected for two on-calls contracts with the City for design-build contracts. geotechnical and environmental services. GeoEngineers has worked on many of the City’s landmark projects in the last 10 Exeltech has worked with Washington State, federal years, including: Greater Tacoma Convention and Trade Cen- and local agencies as well as private clients providing ter, International Museum of Glass, Tacoma Narrows Airport, strong leadership and stewardship, often with limited Cheney Stadium Upgrades and Hylebos Bridge Rehabilitation, funds available on publicly funded projects. among others.

Exeltech brings a wealth of experience on WSDOT “I would hire you for any future work without wor- transportation projects and with the City of Tacoma. ry. If everyone was as good to work with as the Exeltech’s headquarters are located just miles from GeoEngineers staff, my blood pressure would be the City of Tacoma. Many of the assigned Murray lower.” – Mike Slevin, City of Tacoma Public Works Morgan Bridge project staff, including Karl Kirker, and Department Leroy Slemmer, are past WSDOT staff and provide extensive knowledge of the agency’s operations, GeoEngineers role will be to work with the design-build team methods and practices. and the City of Tacoma to provide geotechnical expertise that may be needed to address Phase 1 issues. Tasks may Exeltech brings signifi cant recent work experience include identifying and defi ning seismic design parameters with the City of Tacoma, including the East D Street and working with the structural engineer, contractor and other Grade Separation project (2008), the I-5/48th to members of the Project Delivery Team to evaluate and imple- Pacifi c Utility Relocation, the Nisqually River Trestle, ment the most effective rehabilitation designs. the McCarver Street to Reservation Center SEPA, Freighthouse Square to Frederickson Replacement/ GeoEngineers role may expand to include: evaluate sub- Improvements, the I-705 to Taylor Way Roadway, the surface conditions, complete site specifi c seismic studies,

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F simulator that is used to test each system with 100% of all fi eld wires connected in their shop for a real time simulation that cuts start-up time to an absolute minimum. evaluate existing foundation capacities, conduct liquefaction and waterway shoreline stability analyses EHM has provided controls support on every movable project using conventional and numerical modeling methods.

a Company Tab 1 completed by PCL since 1995. Their inclusion on the team Geotechnical evaluation and analyses will provide a is critical; they will be able to collaborate with H&H, DEA and basis for defi ning soil/structure interaction and to de- the City design and maintenance personnel, during the design velop engineering recommendations for mitigation of phase to merge system functionality with quality and cost effi - seismically related soil/structure performance issues. ciency to ensure the controls system is optimal for the project.

O’Neill Environmental Service (OES) is Valley Electric, has joined our team as an exclusive a certifi ed DBE/MBE fi rm (D5M9820775) that was subcontractor. In line with our reasons for including EHM on established to provide exceptional Environmental the team, it is our experience that including a quality electrical and Quality Assurance and Quality Control (QA/QC) subcontractor in the design-build process during the pursuit services on transportation Design-Build projects in

4 and design phase allows for collaboration among team mem- Washington State. The fi rm is designed to provide bers to ensure quality and cost effective systems are included responsive, reliable and cost-effective services on in the fi nal design. WSDOT highways, bridges, FAA airports, Marine Ports and large infrastructure and local municipality Valley Electric has been operating in the Pacifi c Northwest roadway projects. To that end, OES works closely since 1982 and has completed in excess of 200 design-build with design-build teaming partners and clients to pro- projects. Valley is a premier electrical contractor employing vide key staff to exceed the environmental and QA/ 400 personnel. They have completed over 33 transportation QC contractual requirements for each project. They projects with WSDOT and have collaborated with PCL on 32 maintain excellent relationships with WSDOT and projects including Key Arena Renovation Project, IDX Tower environmental regulatory agencies. AND Bell Street Pier Cruise Ship Terminal.

OES recently completed the fi rst WSDOT Design- It is important to note that the PCL Team has placed signifi cant Build project on the I-405 corridor that was 100% emphasis on including DBE’s on our design team. Once the funded through the Federal Stimulus (ARRA) Pro- RFP is issued, we will idenitfy and add key subcontractors gram. As a result of the federal funding, specifi c for the construction phase to ensure project DBE goals are requirements for materials approval and acceptance met. Potential areas for DBE inclusion include structural steel are required beyond normal industry standards to fabrication and erection, machinery fabrication and installa- ensure prompt payment and an effi cient project close- tion, reinforcing steel installation and concrete demolition and out. OES has developed the proper matrixes, means placement. and methods for implementing a quality assurance program that exceeds WSDOT and federal govern- With our Team’s extensive history of lift bridges, movable ment expectations. These proven tools and methods bridge repairs and pre-stressed concrete bridge repairs, will be made available for the Murray Morgan Bridge combined with the expertise of additional local design fi rms, projects to help esnure a rapid and cost-effective we believe we are uniquely qualifi ed to deliver a successful project startup and close-out. design-build project to the City. Electro Hydraulic Machinery Company (EHM) began in 1994 as a supplier and subcontrac- tor of hydraulic power systems and custom electrical control panels. EHM designs, fabricates, programs, and installs these systems for primarily marine civil engineering applications i.e. locks, dams, and mov- able bridges. They have over 15,000 square feet of workspace for the fabrication and testing of VFD drives and electrical control panels. Their electrical panel shop is UL508 certifi ed (#E234307). EHM’s engineering staff has worked together on over 100 bridge projects and continues to lead the industry in successful projects. One key element of their suc- cess is the rigid shop testing that is completed for every project. They have a miniature movable bridge

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Tab 2 Technical Qualifications and Experience a Qualifications Tab 2

PCL is the design-build team leader and prime contractor, responsible for overall project man- agement, internal and external coordination, safety, schedule adherence, contractual issues, and overall team performance. Additionally, PCL will self-perform aspects of the construction. We are ranked by ENR as No. 8 of the Top 400 Con-

tractors and recognized as a relationship oriented 5 builder. PCL has a deep reservoir of specialized construction experience with regards to mov- able bridges, having completed 33 replacements and rehabilitations since 1993 and fi ve currently under construction. Every movable bridge project we have undertaken has successfully met its scheduled end date.

Given our history with the Murray Morgan bridge, our team has the optimum balance of project knowledge, related experience, and technical expertise. As demonstrated in the Key Staff Qualifi cations table shown on page 6, the key in- dividuals we propose for this project are veterans of design-build and have signifi cant experience on similar movable bridge projects. We hope to bring this experience to the project and structure a streamlined, responsive, responsible team to execute this project.

2.1 Design-Build Experi- PCL and H&H History ence PCL, in conjunction with H&H, have been studying the genesis of the Murray Morgan project since the early 1990’s. We are the premier mov- In order to demonstrate the PCL/H&H Team able and complex bridge designers and constructors with a solid history experience, the Design-Build Experience table, of successful, on-time, conflict-free delivery of similar projects. Our shown on page 7, highlights our experience using technical capabilities, coupled with our understanding of the desires of design-build project delivery including design- both the City and residents, will ensure a well-executed design-build ing and rehabilitating steel bridges, including lift project. PCL and H&H have worked together on more than 17 move- bridges, and pre-stressed concrete bridges. able bridge projects throughout the past 10 years. Of these 17, five were completed as design-build bridges including 14th Street Over the ICWW, Sheridan Street Bascule Rehabilitation, Flagler Street Bascule Reconstruction, NW 17th Avenue Bascule Replacement, and the Ben Sawyer Rehabilitation.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F KEY STAFF QUALIF ICATIONS Name Yrs Featured Qualifi cations/Experience D/B Ankur Talwar 17 Seasoned design-build project director / manager with extensive movable bridge experience 

Tab 2 Project Director/ including the Ben Sawyer Swing Bridge, NW17th Avenue , Gilmerton Lift Manager Bridge and Victoria Lift Bridge; expertise includes design-build projects with movable ele- PCL ments. Project Experience from Matrix (page 9): 1 through 24, 28, 29 Tim Gattie 11 Experienced in the construction of and rehabilitation of complex bridge projects, including  Construction movable bridges. He is also well versed in design-build delivery. He has worked on several Project Manager movable bridges including , and the Woodrow PCL Wilson Bridge, two of which are historic structures. Project Experience from Matrix (page 9): 31,32,33 Alan Dale 34 Involved in the majority of PCL’s bascule bridge projects since 1993 and has over 34 years  Construction construction experience; a movable bridge specialist; experience includes Mathers Swing Manager / Bridge, PGA Bascule, Ben Sawyer Swing Bridge, Parker and Atlantic CM@R Bridges, and

6 Superintendent Main Street Lift Bridge. Project Experience from Matrix: 3, 5 through 15, 18 PCL through 23, 26

Qualifications Paul Skelton, PE 24 Experienced in movable bridge machinery and electrical system design. Recognized as  Design Principal an international expert in the complexities and coordination requirements for the structural- H&H mechanical-electrical interfaces of movable bridge work. Participated in a multitude of new vertical lift bridge designs and rehabilitation projects. Experience with Design/Build and GCCM project delivery methods for movable bridge projects. Project Experience from Matrix (page 9): 4, 13, 20, 21, 22, 34, 36-48 Frank Marzella, PE 22 Involved with Murray Morgan Bridge since 1994 and Project Manager for the 2010 Coun-  Design Project terweight Rope Replacement. Performed counterweight/operating rope inspections and in- Manager depth mechanical system inspections on the Murray Morgan Bridge under On-Call contracts H&H for the WSDOT. Supervised the most recent mechanical, electrical and ultrasonic inspec- tions performed on the bridge’s machinery components and electrical systems. Lead the mechanical/electrical design efforts to upgrade & modernize the bridge operating systems. Project Experience from Matrix (page 9): 8, 9, 34, 37, 39, 40, 41, 44, 47 Peter Roody, PE 27 Experienced in structural engineering for movable and fi xed bridges. Recently completed  Project Structural the structural design of the temporary support system for the lift span and counterweights Engineer to facilitate the counterweight rope replacement on Murray Morgan. Project Experience H&H from Matrix (page 9): 6, 20, 33, 35, 38, 40, 43, 48 Jon Adkins 20 Experienced in aquatic and terrestrial biology and environmental regulatory compliance.  Environmental Environmental/regulatory expertise includes NEPA, federal ESA and Clean Water Act com- Permitting Lead pliance, as well as extensive working knowledge of fi sh-passage design and regulatory Exeltech standards, wetland regulations, cultural/historic resource processes and a variety of other state and local regulations. Tim Noles, PE 26 Experienced in the design and construction of complex bridges, including movable and pre-  Design QA/QC stressed concrete bridges. He has signifi cant experience in managing design-build projects, Manager including several with PCL directly (Ben Sawyer and Sheridan Street Bridges). Considered H&H an expert in the complex interrelationships between the structural, mechanical, electrical and geotechnical systems seen in movable bridge projects such as this. Project Experi- ence from Matrix (page 9): 6, 7, 9, 9, 11, 13, 14, 19, 20, 21, 22, 23, 44 Iain Wingard 18 years of experience in environmental investigation, remediation, compliance, and permit-  Environmental ting. Provided expertise for a broad range of projects including: sediment investigation, Compliance Lead remedial design, and remediation management; environmental evaluations for property O’Neill transfers; legal support; and environmental compliance programs development and review. Previously served as an Environmental Program Manager for the City of Tacoma. Dennis O’Neill Over 25 years of experience managing and implementing transportation projects in the  Construction QA/ western United States and Alaska. Successfully managed multi-million dollar quality assur- QC Manager and ance/quality control (QA/QC) and environmental programs that have been integrated with Construction large scale design-build transportation projects. His unique background in QA/QC and en- Inspector vironmental and engineering geology enables him to understand the challenges facing the O’Neill design–build team and the importance of designing and implementing an integrated quality assurance and environmental program along with active construction activities.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F DESIGN-BUILD EXPERIENCE Name | Details Important Factors for Success Ben Sawyer Swing Demolition and reconstruction of a 1,154’ bridge superstructure; new approach spans constructed on

Tab 2 Bridge Replacement, temporary bents and moved into position during a 11- day closure; new 245’ swing span fl oated into Charleston, SC | $31.4 million | position; complete overhaul of mechanical, electrical, and controls systems. Project profi le page 2010 | PCL/H&H 6 of Appendix B. NW 17th Avenue Bascule Collaboration with Miami-Dade County, H&H and the original EOR; included bascule leaf steel and Bridge Replacement, mechanical components designed and replaced in six short months; accelerated construction sched- Miami, | $9.81 million | ule to reopen bridge in six months (within the original overall duration); PCL and H&H completed 2008 | PCL/H&H design, procurement and construction in 210 days. Project profi le page 7 of Appendix B. 14th Street Over the Proposed new leaf components in lieu of patchwork at no additional cost; steel was replaced during ICWW Bascule Bridge 30-day closure; contract changes limited to 3.3% ; accelerated 9- month design and construction cycle Rehabilitation, Broward PCL and H&H completed design, procurement and construction in 210 days; DBIA Award winner.

7 County, FL | $5 Million | 2006 | Project profi le page 9 of Appendix B. PCL/H&H Sheridan Street Bascule Counterweights modifi ed during accelerated 21-day closure; contract changes limited to 1.3%; in- Qualifications Bridge Rehabilitation, stalled new organic zinc paint system with 5-year warranty; cleaned counterweight pits and installed Broward County, FL | $2.1 mil- trouble free cylinder support platform; signifi cant coordination with the City; DBIA Award winner. Proj- lion | 2003 | PCL/H&H ect profi le page 8 of Appendix B. Flagler Street Emergency Emergency contract to provide a temporary control house complete with new controls and bridge elec- Repairs, Miami, FL | $3.4 mil- trical for temporary bridge operation and in turn construct a new permanent facility equipped with per- lion | 2003 | PCL/H&H (CEI) manent electrical and controls. DBIA Award winner. Project profi le page 11 of Appendix B. Royal Park Temporary Fast track design and construction of a temporary 1200’ bascule bridge over the ICWW to get traffi c Bascule Bridge, West Palm, off of the failing existing bridge as quickly as possible; PCL developed innovative design and construc- FL | $10 million | 1999 | PCL tion methods including fl oated bascule leaf components from the existing structure using the tides for lifting, and a steel space frame to support the bascule leafs on the temporary bridge. Saved FDOT $6 million and completed on-time on an aggressive 12 month schedule; DBIA Award winner. Project profi le page 10 of Appendix B. Atlantic and Parker Structural, mechanical and electrical refurbishment of two bascule bridges; FDOT’s fi rst bridge CM@ Bascule Bridges, Risk contract; includes pre-construction services including coordinating design, preparation of the Broward/Palm Beach County, GMP and project administration. H&H is the Owner’s EOR. Project profi le page 13 of Appen- FL | $11.5 Million | 2009 | dix B. PCL/H&H Ft. Lauderdale Airport Construction of 7 segmental concrete box girder bridges; an upper deck bridge structure ex- Interchange, Ft. Lauderdale, tension with several on-off ramps connecting the existing upper deck to one of the segmental FL | $81 million | 2003 | PCL bridges; and associated retaining walls, utilities, traffi c control devices, signage, lighting, roadway markings, and landscaping work. Project profi le page 25 of Appendix B. I-95 Widening, Broward Demolition of three structures and construction of new foundations of 18” piles, cast in place County, Florida | $81 million | footings, end bents and decks as replacements for the bridges and temporary steel sheet pile 2006 | PCL walls for each of the bridges. Construction of 2.3 miles of 22’ high precast sound wall required extensive utility coordination. Project profi le page 26 of Appendix B. Ernest Lyons Bridge Re- Construction of a high-level precast . Performed earthwork, drainage and as- placement, Stuart, FL | $46.1 phalt paving operations, as part of the roadway construction for the bridge approaches. Top down Million | 2007 | PCL delivery of precast segments was required to avoid environmental impacts and shallow water depths. Ringling Causeway Constructing a new precast segmental bridge structure. This unique bridge is composed of a Bridge Replacement, single box structure that is erected in halves making it one of the widest single box segmental Sarasota, FL | $57 Million | 2003 bridges in North America. Project profi le page 27 of Appendix B. | PCL I-4 St. Johns River Construction of two, three-lane Florida Bulb T-Girder bridges, as well as demolition and removal Bridge, Sanford, FL | $110 of the existing river bridge. Bridges are 2,600 feet in length and have a maximum vertical clear- Million | 2004 | PCL ance of 45 feet in the navigation channel.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F DESIGN-BUILD EXPERIENCE CONTINUED...

a Qualifications Tab 2 Name | Details Important Factors for Success Eller Drive Loop, Ft. Lau- New prestressed concrete structure plus widening of existing US1 Bridge over FEC Railroad. derdale, FL | $7.4 million | 2007 Roadway improvements consisting of design and construction for drainage, lighting, signing, | PCL striping, MSE walls and utility coordination. Project profi le page 28 of Appendix B. I-95 Weigh-in-Motion New interstate entrance and exit ramps, concrete roadway and truck parking, curb, gutter, side- Station, Broward County, FL | walk, lighting, enclosed drainage and cross-drains, stormwater management ponds, pavement $23.7 million | 2009 | PCL marking, vehicle signalization systems and signing. Also included was the administration building, inspection barn, and weigh-in-motion static scale. Project profi le page 29 of Appendix B. - New Cascades A 53,304 sf prefabricated steel building maintenance facility and a 55,912 sf 3-story structural Maintenance Facility, steel Administration, Warehouse, and Health and Welfare Building. Scope of work includes reno- 8 Seattle, WA | $37 million | 2012 vating the existing wheel truing pits, relocating the Talgo wheel truing equipment, and updating | PCL the existing facility. Project profi le page 30 of Appendix B. Bordeaux Vertical Lift Design of the mechanical and electrical systems. The lift span will have a symmetric cross Bridge over the Ga- section and carry four traffi c lanes—two monorail tracks and two outboard sidewalk/bike- ronne River, France | $170 ways. Four, independent pylon towers will allow a counterweight (a quarter of the total lift million | 2009 | H&H span weight) to travel vertically inside each pylon. Port Adelaide Express- Final designs and construction support services for a new, 58-meter-long, four-lane, single- way Bascule Bridges, leaf highway bascule bridge, and a new, 61-meter-long, single-track, single-leaf rail bas- Adelaide, Australia | $68.7 cule bridge. million | 2007 | H&H 1st Avenue South Modifi cations to a malfunctioning hydraulic cylinder drive system and PLC based bridge con- Bridge Hydraulic & PLC trol system. The modifi cations and system reconfi guration included new proportional direc- System Rehabilitation, tional valves, proportional pressure relief valves, counterbalance valves and proportional Seattle, WA | $3 million | 2006 throttle valves to provide correct system back pressure for smooth control of the bascule | H&H spans. Improvements were also made to the hydraulic lift cylinders holding capabilities by replacing the load holding valves and cylinder manifold assemblies. Simpson Avenue Electrical system replacement and machinery system rehabilitation. The project’s electrical Bridge Rehabilitation, work included a new PLC based bridge control system, electrical service and power distri- Hoquiam, WA | $13 million | bution systems, and integrated traffi c control/signalization system. The bridge’s drive and 2007 | H&H center lock machinery systems were also completely rehabilitated and the bridge’s unique articulated counterweight hanger pins, bushings and hanger plates were replaced.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F • Projects completed together (13 shown) The following matrix details the depth of experience • Movable design-build and CM@Risk projects completed our team brings to the City of Tacoma and the Murray together (6)

a Qualifications Tab 2 Morgan Bridge project. Emphasis was placed on • Design-Build and CM@Risk Movable projects (9) experience with: • Rehabilitation of Steel and Concrete Structures • Lift Bridges (17) • Scope items similar to Murray Morgan • Design-Build Projects (18) • Projects involving government agency funding

Steel Cantilevers/Overhang Replacement Movable Rehabilitations/Repairs/ReplaceElectrical/Controls Replacement/Repairs O&M Manuals/Training Operations Staff Movable Design-Build Bridge/Structure Rocker Bearings/Bearing ReplacementPre-stressed Concrete Bridge Repairs Vertical Lift Bridge Repair/Construc Painting (Lead Removal and Paint PCL/H&H Concrete Girder Repairs/Replace Steel Truss Deck ReplacementSteel Floorbeams Replacement Other Design-Build/CM@Risk Government/Agency Fundin Roadway Deck Membrane Stormwater Catch Basins Replace Barriers/Rails Team Mechanical Repairs Lightweight Concrete Expansion Joints Seismic Retrofit CounterweightsHistoric Bridge 9 Experience Load Ratin Spall Repair PCL H&H t g ) g 1 Freeport Swing Bridge Replacement w/ Vertical Lift yy y yyy yyy 2 Victoria Barge Canal Lift Bridge y y y yyy y y y yy 3 Main Street Vertical Bridge Rehabilitation y y y yyyyy y yyy yyyy 4 Gilmerton Vertical Lift Bridge (New) yyy yyyyy y yyy yy 5 S-310 Lock Refurbishment y y y yyyy yyy yy 6 Ben Sawyer Swing Bridge Replacement yy y yyyyyyyyyyyyy yyyyyyyy 7 17th Avenue Bascule Bridge Rehabilitation yy y y yyyyyyyyyyyyyyy y yy 8 Sheridan Street Bascule Bridge Rehabilitation yyyy yy yyyyyyyyy 9 14th Street Bascule Bridge Rehabilitation yy y y yyyy yyy y yyy y yy 10 Royal Park Temporary Bascule Bridge y y y yyyy y y yyy yy 11 Flagler Street Emergency Bascule Repair yyyy yyyyyyy yyy 12 Dupont Bridge Demolition yy yy 13 Parker and Atlantic CM@Risk Bascule Bridges yy yy yyyy yyy y yyy y yy 14 Mathews Bridge Deck Replacement yy y yyy y y y yyy y 15 Hart Bridge Rehabilitation (2001) y y yy yy y 16 Hart Bridge over St. Johns River on SR-228 Rehabilitation y y yyy yy y 17 Indiantown Bascule Bridge Replacement y y yyyyyyyyyy yyy yy 18 North Bridge Bascule Rehabilitation y y yyy y y yyyyy yy 19 Hollywood Boulevard Bascule Bridge Rehabilitation yy y yyyy yyyy yyy y yy 20 PGA Boulevard Bascule Bridge Repairs yy y yy yyy y y yy 21 SR-84 New River Bascule Bridge Rehabilitation yy y yyyy yyyy yyyyy y yy 22 Dania Beach Bascule Bridge Rehabilitation yy y yyyy yyyy y yyy y yy 23 Mathers Swing Bridge Rehabilitation yy y yyyy yyyyyy y y yyyy 24 I-75 / Turnpike NB Ramp Rehabilitation yyyyyy 25 Ft. Lauderdale Airport Interchange y y yy y y yy y 26 I-95 Widening Blue Heron to PGA Blvd. yyyyyyyyy 27 Ringing Causeway Bridge Replacement y y y y yy yy yy 28 Eller Drive Loop yyyyyyyyyyy 29 I-95 Weigh in Motion Station yy y yyyy 30 Amtrak - New Cascades Maintenance Facility y y yyy yyy y y 31 I5 to 12th Avenue Seismic Retrofit yy yyyy 32 SR 520 W Lake Sammamish Pkwy to SR 202 HOV & I/C yyyyy 33 Spokane Viaduct Widening Project y y y y yyy y 34 Murray Morgan Vertical Lift Bridge Rehabilitation yy y y y y 35 Hawthorne Vertical Lift Bridge Rehabilitation yy yy 36 Marine Parkway Vertical Lift Bridge Rehabilitation yy yyyyy y yyyyy yy y 37 Duluth Aerial Vertical Lift Bridge Rehabilitation yy y yyy yy y 38 Calument River Vertical Lift Bridge Rehabilitation yy yy y y 39 Benjamin Harrison Vertical Lift Bridge Replacement yy y yyyy yy y yyy y y 40 Ballard Bascule Bridge Rehabilitation y yyyy y y y 41 Garonne River Lift Vertical Lift Bridge (New Bridge) yyy y y y y 42 Vertical Lift Bridge Rehabilitation yy yyyy yy y y 43 Houghton-Hancock Vertical Lift Bridge Rehabilitation yy y yyy y y y 44 Tomlinson Vertical Lift Bridge Replacement yy yyyyyyy y yy y y 45 Memorial Bridge Rehabilitation yyy y 46 Carlton Vertical Lift Bridge Replacement yy yyyyyy yy yy y 47 Roosevelt Island Vertical Lift Bridge Rehabilitation yy yyyyy y y y 48 Route 1&9T/Passiac River Vertical Lift Bridge Rehabilitation yy yyyy y 49 SR A1A/Sebastian Inlet Prestressed Concrete Bridge yyyy 50 63rd Street/Indian Creek Prestressed Concrete Bridge yyyy

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Main Street Vertical Lift Bridge, Jacksonville, Florida Rehabilitation performed by PCL in 2001 Tab 2 10 Qualifications

Norfolk, VA; South Slough Bascule Bridge, Coos Bay, OR; and 2.2 Similar Project Design Marine Parkway Vertical Lift Bridge, Brooklyn, NY. and Engineering Experience Team Experience – Steel Bridge Design Our team has comprehensive expertise in the design and PCL has maintained an ongoing working relationship rehabilitation of steel bridges, especially vertical-lift bridges. with Hardesty & Hanover, who will lead all engineer- Refer to page 9 for a complete listing of our steel bridge de- ing and design efforts. Hardesty & Hanover, founded sign experience. A few recent examples include: in 1887 by noted designer, Dr. J.A.L. Waddell, is one of the nation’s respected, privately owned consulting Marine Parkway Vertical-Lift Bridge Rehabili- engineering fi rms. With over 120 years of experience tation: H&H performed design and construction support in the fi eld of bridge engineering, H&H experience services for the structural repair of the Marine Parkway Gil encompasses the entire breadth of consulting engi- Hodges Memorial Bridge. The bridge is a 3,937-foot-long, neering services. four-lane, built in 1937 and has a 545-foot-long, vertical-lift span as the centerpiece. H&H also performed a Utilizing a multidisciplinary design approach, H&H deck replacement study followed by design for bridge recon- draws upon its experience and proven track record of struction that included redecking and widening. success to ensure that their clients’ projects are tech- nically correct as well as functional. To achieve this, This major structural repair project is designed to keep the H&H maintains the largest mechanical and electrical bridge in good working order for the next twenty years. The movable bridge staff in the U.S. work for this bridge project involved complete design and de- sign support services during construction of structural repairs H&H is well known for the design and engineering of for the following: movable bridges. Over the last 100 years, H&H has deck replacement, designed more than 65 vertical lift bridges, 70 bascule sidewalk reloca- bridges, and 25 swing bridges with span lengths rang- tion, lift span truss ing from 15ft to 550ft. The Murray Morgan Bridge is a member replace- H&H original. Some other notable projects are: I-94 ment and strength- over the St. Joseph River, Berrien County, MI; Lafay- ening, overhead ette Bascule Bridge, Bay City, MI; Charlevoix Rolling traverse steel Lift Bridge, Charlevoix, MI; Berkley Bascule Bridge, bracing members of the through and Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F tion work includes superstructure and substructure repairs; me- chanical and electrical system lift spans, miscellaneous members of the tower struc- replacement; and pier protection tures, ‘’R4’’ centerline stringer below the roadway grid system replacement. Classifi ed deck, horizontal gusset plates, vertical and diagonal as a critical bridge in terms of Tab 2 members of the deck span, and lateral and vertical seismic performance category, steel bracing members of the deck span. Other work the project required both a site- included designs for the installation of inspection specifi c and a two-level seismic platforms with safety rails, and lead and asbestos analysis to evaluate the bridge in abatement investigations and designs. a performance-based manner.

Key staff individuals involved in this proj- Stringent, mechanical tolerance ect include: Paul Skelton (Principal); Rob- requirements demanded that ert Drew (Structural Engineer); and Peter this type of bridge be carefully evaluated, not only for stress, Roody (Quality Control). but more importantly, for displacement. Heavy substructures 11 and foundations cause high seismic lateral loads and large Port River Expressway Bridges: Port displacements for movable bridges. The heavy counterweights Qualifications Adelaide is an important trade gateway for South strongly affect the seismic behavior of the entire structure. The Australia, especially for exports of such commodities connection of the moving parts results in nonlinear structural as grain, livestock, wine and citrus products, and mo- behavior; therefore, a nonlinear analysis was performed. Ad- tor vehicles. The Port River Expressway Design-Build ditional analyses performed for this project included multimode Project added a four-lane expressway link and a rail spectral analysis and linear time history analysis. freight line to better access this port facility. Hardesty & Hanover, as primary bridge designer for the river Key staff individuals involved in this project include: crossings, provided fi nal designs and construction Frank Marzella (Project Manager); Paul Skelton support services for a new, 58-meter-long, four- (Principal); and Peter Roody (Quality Control). lane, single-leaf highway bascule bridge, and a new, 61-meter-long, single-track, single-leaf rail bascule : H&H performed total reha- bridge. The highway bridge was designed to carry bilitation design for this 65-year-old, vertical lift bridge with all pedestrian traffi c, while both bascule bridges provide structural, mechanical, and electrical design completed “in- a 30-m navigation channel in the Port River. The house.” H&H project work for this $61 million project includes bridges employed innovative structural forms includ- replacement of the service elevators to the machinery house ing welded box girders for the bascule spans and in each tower deck; deck replacement for the entire lift span were completed to a high aesthetic standard through and approach truss spans; electrical and mechanical reha- the involvement of bilitation for the 344-ft, tower drive lift span that provides a our in-house archi- 204-foot-wide skewed channel; a new electrical system; mem- tectural staff. Final ber strengthening for HS25 live load; seismic evaluation; and design began in mid risk and vulnerability analysis. There are six vehicular travel 2005, with construc- lanes and two pedestrian sidewalks. The main suspension tion completed in span is 1,380 ft and the total bridge length, with approaches, 2008. is 13,820 ft.

Key staff individuals involved in this project The H&H electrical include: Paul Skelton (Partner-in-Charge), system design comprises Peter Roody (Project Manager); and Frank primary thyristor motor Marzella (Mechanical Engineer). controls; skew controls; operator’s consoles and : The only means of limit switches; conduit; vehicular access to Roosevelt Island, presently car- wiring; and fl exible aerial ries two, 17-ft lanes of opposing vehicular traffi c and cables. The control sys- a 6-ft sidewalk. This 2,877-ft long, tower drive vertical tem has a Programmable lift bridge across the East Channel of the East River Logic Controller (PLC) with dual central processing units for has a movable span length of 418 ft. redundancy. H&H’s rehabilitation work also includes replace- ment of the main and auxiliary counterweight ropes; modifi ca- The Roosevelt Island Lift Bridge project involved a tion of the drive machinery to permit alternating 200HP drive retrofi t of the vertical lift bridge with a specifi c require- motors in each tower; provision of new 100HP synchronizing ment – maintain the movable span. H&H’s rehabilita- motors; and new instrument drives. Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F H&H received a phone call on the evening of March 1, 2002, requesting assistance to evaluate the damage to the bridge and to recommend corrective measures. Both bascule sub- Key staff individuals involved in this project structures moved toward each which caused an over-engage- include: Paul Skelton (Principal); Robert ment of the two bascule leaves where they meet at mid-span. Drew (Inspector); and Peter Roody (Quality In addition, the substructures moved transversely by different Tab 2 Control). amounts which caused a transverse misalignment at mid- span. Other, less severe, structural and mechanical damage H&H is a key team member for the new Bordeaux was also found. H&H made general recommendations on the Lift Bridge over the Garonne River in Bordeaux, day of the inspection. A complete set of detailed sketches France. The Garonne River Bridge is a vertical lift and an estimate of repair costs were completed within a week bridge with a span length of approximately 117 m so that the County could and an out-to-out width of approximately 43 m with a implement repairs. A design lift height of 50 m. H&H provided mechanical formal report was provided and electrical systems designs for both the ‘tender shortly thereafter. The re- submission’ and fi nal construction documents. H&H pairs included a signifi cant 12 also coordinated steel design efforts for tructural amount of machining of portions of the highly aesthetic concrete towers. The parts in place. Additionally Qualifications lift span will have a symmetric cross section and for this bridge, Hardesty & carry four traffi c lanes—two monorail tracks and two Hanover recently provided outboard sidewalk/bikeways. Four, independent pylon peer review services to towers, one at each corner of the lift span, will allow a King County for a bascule bridge replacement design. counterweight (a quarter of the total lift span weight) to travel vertically inside each pylon. Key staff individuals involved in the peer review include: Paul Skelton (Partner-in-Charge), Peter Operation of the lift span will be achieved via high Roody (Project Manager); and Frank Marzella (Me- strength wire ropes passing over sheaves that con- chanical Engineer). Our Lead Electrical Engineer, nect the lift span to the counterweights. A wire rope Christopher Svara, PE performed the role of Elec- winch drive operating system with electric motor trical Engineer for the response. prime and fl ux vector regen- erative drives Team Experience – Pre-stressed Concrete will haul in and payout Bridge Design the coun- Our team has comprehensive expertise in the design and re- terweights, habilitation of pre-stressed concrete bridges. Recent examples thereby include: raising and lowering the lift span. Cross Bronx / Bruckner Expressway Inter- change - New York State DOT: H&H performed the The fi nal design documents were completed and design and construction support for this major rehabilitation delivered in December 2008. Construction is currently project in , which included deck evaluation and in progress and is expected to be completed in 2010. replacement for 14 bridges; widening of 20 spans, including steel superstructure replacement and concrete pier modifi ca- Key staff individuals involved in this project tions and repairs; fatigue evaluation; and load ratings. Includ- include: Paul Skelton (Partner-in-Charge), ed within our responsibilities was full evaluation of the existing Peter Roody (Structural Engineer); and structures and development of the rehabilitation scope. Frank Marzella (Mechanical Engineer). Lincoln Bus Ramps - Port Authority of : On February 28, 2001, the NY/NJ: H&H performed the design of this major rehabilita- Nisqually Earthquake occurred south of Seattle. A tion of the elevated roadways connecting the Port Authority number of structures suffered damaged including the Bus Terminal to the . The design work included South Park Bridge. The bridge includes a 190-ft, bas- extensive repairs to the steel superstructure and complete cule span and several steel and concrete approach deck replacement, lighting replacement, and architectural spans on both sides of the Duwamish Waterway. The enhancements. Because lane closures to traffi c were limited bridge carries four lanes of traffi c and two sidewalks. to only several hours each night, H&H developed an innova- tive precast concrete deck panel system to accommodate the need for rapid deck replacement and staged construction.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F The superstructure repairs included concrete spall and epoxy injection crack repairs of the AASHTO type prestressed concrete beams and splicing of deteriorated pre- stressing Alford Street Bridge over the Mystic strands. Superstructure repairs were also performed on the River - City of Boston DOT: H&H performed underside of the voided deck slabs. The slabs were repaired structural, mechanical, and electrical design for the

Tab 2 with concrete epoxy mortar and carbon fi ber reinforcement. major rehabilitation of the Alford Street Bridge in Boston, Massachusetts. This 1,400-ft long structure Key staff indi- crossing the Mystic River comprises eight spans viduals involved -- seven approach spans and a 160-ft steel bascule in this project draw. H&H’s services included evaluation of the ex- include: Tim isting bridge, rehabilitation scoping, and design of all Noles (Project repairs and replacement components. The rehabilita- Manager); and tion scope calls for the complete replacement of the Cesar Granados existing four bascule leaves, full deck replacement, (Design Lead – and repairs to the steel superstructure and concrete

13 Concrete Structures). substructure of the approach spans. Team Experience –Seismic Design Qualifications SR A1A / Sebestian Inlet Bridge: The SR Seismic evaluations were provided by H&H on both the A1A Bridge over the Sebastian Inlet located in Sebas- Roosevelt Island Bridge and Harlem River Lift Bridge projects, tian, Florida connects Brevard and Indian Counties. discussed in greater detail on Page 11. Notably both projects The bridge is a 19 span prestressed concrete struc- are vertical lift bridges. Similarly, on the recently completed ture supported on concrete piers located in Sebastian Ben Sawyer Swing Bridge in Charleston, SC, H&H completed Inlet State Park. The bridge carries two lanes of a thorough seismic analysis of the newly retrofi tted structure, traffi c over the inlet and is 1,548 feet long. including remedial steps necessary to elevate the bridge to The project consisted of concrete superstructure and AASHTO design loads. substructure repairs to lengthen its useful life. The Exeltech will provide peer review and support H&H’s seismic superstructure repairs included concrete spall and design efforts. Exeltech’s seismic design work includes the epoxy injection crack repairs of the AASHTO type pre- City of Tacoma’s 11th Street Bridge Rehabilitation and East stressed concrete beams, splicing of deteriorated pre- 34th Street (E7 and E8) Bridges projects, 26th Street Concrete stressing strands, and replacement of the severely Bridge, M Street Bridge (4 Span steel superstructure on steel deteriorated bridge bearings. tower substructure), Tacoma Ave. South Concrete Bridge, as Key staff well as the Seismic Evaluations and Design study in various individuals locations throughout Washington, including the Bellingham to involved in Blaine Bridge seismic retrofi t, the Aurora, Ballard and Univer- this project sity Bridge seismic retrofi ts in Seattle and many more. include: Tim Noles Team Experience –Permitting and Environ- (Project mental Experience Manager); and Cesar Granados (Design Exeltech’s environmental specialists include experienced Lead – Concrete Structures). scientists and planners with several years of experience permitting bridge replacement projects. Our team will sup- NW 63rd Street Bridge over Indian Creek: port environmental permitting efforts in close coordination The 63rd Street Bridge over the Indian Creek Canal with the City, DEA, the project director/manager, design team located in Miami Beach is a 10 span low level bridge and regulatory agencies to ensure that the environmental consisting of prestressed concrete voided slab su- permitting process is kept off the critical . We understand perstructure supported on prestressed concrete pile that the City is well advanced with permitting efforts. Should bents. supplemental permit efforts be required, we will coordinate with all stakeholders and permitting agencies to establish lines The project consisted of concrete superstructure and of communication, apprise them of the anticipated design and substructure repair design to lengthen the bridge use- project impacts, and to solicit their input. It is our experience ful life. An in-depth inspection of the entire structure that this approach greatly facilitates rapid review and regula- was performed by Hardesty & Hanover to evaluate tory approval, because the agencies have had the opportunity the deterioration and feasible repair options, locate to contribute to the project-development process. the necessary concrete repairs, and determine the quantity of repairs required.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Historical Preservation and Resources: We have enlisted Cultural Resources Consultants, Inc. to support our design-build team in this area. The Murray Morgan Bridge Exeltech also has extensive experience providing is on the National Register of Historic Places and, as such, environmental compliance, planning, design, feasibil- will require evaluation and documentation under Section 106

Tab 2 ity studies, cost estimates and alternatives analysis, of the National Historic Preservation Act. Our team managed permitting and review for public clients at many levels. a previous Section 106 Consultation for the previously cited They have completed and/or managed complete Murray Morgan Bridge project and has detailed knowledge of environmental compliance processes including NEPA, the relevant attributes of this historic structure. Our team’s ex- SEPA, Section 106 of the National Historic Pres- perience in the City of Tacoma and Pierce County conducting ervation Act, Section 7 of the Federal Endangered Section 106 coordination has allowed us to develop productive Species Act, NPDES permitting, and Clean Water working relationships with the Puyallup Tribe and Washington Act permitting for many projects in and for the City of Department of Archaeology and Historical Preservation. We Tacoma, and several that are relevant to the Murray will leverage these relationships to complete timely and effec- Morgan Bridge Project. Recent projects include the tive coordination with these stakeholders.

14 LeMay America’s Car Museum project in Tacoma, the Murray Morgan Bridge and Downtown to Port of Team Experience –Railroad Coordination Tacoma connection study, the Thea Foss Waterway

Qualifications The lead in our railroad coordination efforts will be Exeltech’s esplanade extension, the McCarver Street to reserva- Rod Finkle, PE, a BNSF coordinator with 42 years of experi- tion Center SEPA in Tacoma, the North Slough Bridge ence in rail coordination and permit applications, providing feasibility study in Portland OR and others. our Murray Morgan Bridge team with a dependable member Exeltech is experienced in all aspects of regulatory who is very familiar with project challenges and immediately compliance and permitting as it pertains to structures available to deliver solutions. Rod’s resume highlighting his both in and over waterways. Their experience with history is included in Appendix A. PCL has signifi cant railroad environmental and permitting issues relevant to the coordination experience. We are currently completing a verti- Murray Morgan Bridge include the following: Water cal lift bridge for Union Pacifi c in Freeport, Texas. Additionally Quality and Biology: The Thea Foss Waterway is on we are currently working under a design-build contract with the Department of Ecology’s 303(d) List for Water Amtrak on their maintenance facility in Seattle. Quality Impaired Waterbodies for PCBs. Furthermore, the Waterway is within the range of several fi sh and Ballard Rolling Lift Bridge: H&H is prime (and sole) mammal species listed as threatened or endangered consultant for this BNSF Railway project, which consists of under the Federal Endangered Species Act. Ex- developing plans and specifi cations and supporting construc- eltech’s previous experience on the Thea Foss Wa- tion for replacement of the two counterweight trunnion bear- terway Esplanade and Murray Morgan Bridge/Down- ings of the Ballard town to Port of Tacoma Connection Study provided Strauss Bascule opportunities to gain in-depth and detailed knowledge Bridge. The project of water-quality and biological concerns. They have requires jacking 5.5 exercised this knowledge in negotiation of environ- million pounds of mental commitments with regulatory and resource combined bridge agencies during project environmental evaluation and and counterweight permitting. to perform the replacement. The Team Experience –Stormwater and work is time-critical, Drainage Design as fi eld construc- Exeltech has extensive experience with stormwater tion must coincide drainage design services. They have worked on a with a scheduled number of recent similar projects, including the 45th channel closure. Street Viaduct project in Seattle, the Eighth Street Key staff individuals involved in this project include: Bridges Replacements project in Port Angeles, the Paul Skelton (Principal-in-Charge), Peter Roody Yelm Public safety Building, the Combined Sewer (Structural Project Engineer); and Frank Marzella Outfl ow project in Bremerton, and the I-5 Widening (Construction Support Engineer). Utilities Relocation project in Tacoma. Our team’s drainage-design experience includes hydraulic reports, low-impact design where applicable, water quality analysis and an understanding of drainage standards. Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F sampling of these include:

• 17th Avenue Bascule Bridge Rehabilitation • Mathews Bridge Deck Replacement 2.3 Similar Project Con- • Hollywood Boulevard Bascule Bridge Rehabilitation

Tab 2 struction Experience • SR-84 New River Bascule Bridge Rehabilitation • Eller Drive Loop Similar Project Experience The matrix of on page 9 highlights PCL and H&H For the Eller Drive Loop design-build project, PCL widened the projects with scope elements similar to the Murray existing US1 bridges by sawcutting the existing bridge deck, Morgan Bridge Rehabilitation Design-Build project. exposing the superstruc- Detailed project profi le sheets for each of these proj- ture rebar, modifying ects are provided in Appendix B. PCL’s similar work the existing pier caps, experiences may be summarized as follows: adding new span pre- stressed concrete girders

15 • Four Vertical lift bridge structures (construct or and placing a new con- repair) crete superstructure. • Fifteen design-build and CM@Risk projects; Qualifications seven of these are movable structures Similarly, during a 90-day • Twenty-fi ve similar movable bridge repair projects closure, PCL removed the existing steel grid Our array of similar project experience is truly exten- decking on the Mathews sive. Specifi cally, our four lift bridge projects include: Bridge and upon plac- ing new stringers and an • Freeport Swing Bridge Replacement w/ Vertical exodermic grating, placed Lift light weight concrete on • Victoria Barge Canal Lift Bridge the bridge superstructure. • Main Street Vertical Bridge Rehabilitation • Gilmerton Vertical Lift Bridge (New) On projects such as:

Representative steel bridge repair projects include: • North Bridge Bascule Rehabilitation • Hollywood Boulevard Bascule Bridge Rehabilitation • 14th Street Bascule Bridge Rehabilitation • SR-84 New River Bascule Bridge Rehabilitation • Mathews Bridge Deck Replacement • Dania Beach Bascule Bridge Rehabilitation • Hart Bridge Rehabilitation (2001) • Parker/Atlantic Bascule • Hart Bridge over St. Johns River on SR-228 Rehabilitation (2009 - Present) PCL physically removed (sawcut) the existing traffi c barrier on the concrete bridge approaches and removed the steel barrier On each major steel bridge rehabilitative project, and railing on the movable bridge span. The bridge super- major steel elements, such as fl oorbeams, stringers, structure was widened and new barriers and railings were bracing, etc., were repaired. Specifi cally, on the 14th installed. This scope parallels planned efforts for the Murray Street Bascule, a design-build project PCL undertook Morgan Bridge Rehabilitation, whereby barriers and rails will with H&H, our team used an innovative approach to be relocated. propose replacement of fl oorbeams and stringers rather than adopting repairs to these steel elements, There are many parallel to the Murray Morgan Bridge in the as proposed in the RFP. PCL’s price was lower than projects PCL has constructed. Most of PCL’s projects were other compet- publicly funded and, as highlighted on page 6 in the key staff ing bids and the qualifi cations, our key lead personnel proposed for Murray client received a Morgan were involved in the majority of PCL projects identifi ed superior product in the table on Page 9. Our project history and the expertise incorporating of our key staff; specifi cally Ankur Talwar, Project Director/ new elements Manager and Alan Dale, Construction Manager/Superinten- versus a patch- dent make us uniquely qualifi ed to undertake the Murray work of repairs. Morgan Bridge Rehabilitation.

Similarly, PCL has undertaken many projects involv- A Safe Job Site ing repairs to pre-stressed concrete structures. A Our goal is “zero incidents” and we reinforce this to all employ- ees every day. Our Experience Modifi cation Rate has progres- Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F of maintenance costs and effort from the City of Tacoma. This is particularly important in the case of movable structures where the various components, mechanisms sively decreased since 2005 (currently 0.55). Safety is an and controls must operate with precision and regularity attitude, and it is part of our culture. Protecting the safety throughout the life of the structure.

Tab 2 of the traveling public and ensuring our employees go home safely every day are the most important things we Both PCL and H&H regularly provide maintenance plans do. and operation manuals for new and rehabilitated movable bridges. These manuals serve as a concise summary PCL makes safety our number one project concern. We and guideline for the operation and maintenance of the take a comprehensive approach to project safety with bridge on a regular basis. These manuals prescribe the zero tolerance for non-compliance. On every project, we type of inspection, assessment and maintenance tasks institute our company-wide policy of zero incidents with that will be required for each of the components of the success measured on a goal of no recordable injuries. mechanization and control system. Due to the nature Accident prevention is founded on sound planning and of these complex systems, not all parts have the same

16 enforcement of the comprehensive safety program. maintenance demand. Through the use of a focused programmatic approach, components can be inspected and maintained on a regular basis based on their impor-

Qualifications Accident Prevention Program We enjoy one of the best safety records in the industry tance and needs. Critical components must be inspected and our performance has been widely recognized by our and maintained more frequently while less critical compo- clients and within PCL. Key elements of our safety plan nents can be maintained on with longer intervals between that enable us to be successful include: service times. • Focus on zero incidents • Line management responsibility and accountability This type of approach will permit the City of Tacoma to • Corporate Safety and Loss Prevention Program cost effectively utilize maintenance personnel and focus • Employee feedback efforts where they are needed most. In addition to the • Active safety offi cer involvement development of the maintenance manuals for the Murray • Pre-job safety instruction Morgan Bridge, H&H can provide the City of Tacoma with • On-going inspections management and oversight services for maintenance • Near miss reporting, analysis and feedback programs as well as multi-discipline maintenance training, • Daily site bulletins and stretching both in classroom and worksite settings. • Safety awareness campaigns • Recognition of site achievements Parallel to our services provided for maintenance, we can • Training also provide training and step-by-step user manuals for • Employee drug testing and orientation the operation of renovated lift span. The operators are the staff most knowledgeable of the performance of the A comprehensive project–specifi c health and safety structure. Much like the abilities of a good diagnostician, program will be submitted for review and comment to the a trained operator can interpret the bridge’s operation and City of Tacoma, prior to beginning work. Safety is always provide invaluable insight to maintenance and engineering paramount at PCL, and we fully intend to provide a safe staff. H&H has extensive experience in the development working environment for all. of operational protocols in order to optimize the operation of a movable bridge and improve its overall performance. Safety Record Over the past four years, our Experience Modifi cation The service life of a complex movable bridge is governed Rate (EMR) has signifi cantly declined: 2005 = .97; 2006 by the use and care of the structure. In order to provide = .88; 2007 = .79; 2008 = .62 and 2009 = .55, which is the City of Tacoma with the best value for their rehabili- signifi cantly lower than the national industry average. tation dollars, H&H utilizes their vast experience in the design and construction of movable bridges to develop Bridge Maintenance, Operation and Training practical and cost effective operating systems, and main- The table on page 9 identifi es projects on which PCL and tenance and operation programs. These programs are H&H have provided operation and maintenance manuals prescribed in concise operation and maintenance manu- and completed training. One of our team’s goals during als and are supplemented by training to ensure the bridge the design process is to incorporate details that reduce staff are qualifi ed and informed in the tasks that will pro- the need for maintenance during the life of a bridge struc- long and protect the life of the structure. The operation ture. We realize, however, maintenance is necessary and maintenance programs developed by H&H assist the to ensure that the rehabilitated Murray Morgan Bridge owner in achieving the desire service life of their facilities achieves its intended service life with a minimum amount and ensuring the value of their infrastructure investment is maintained. Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F 2.4 Demonstrated History of Tab 2 Successful DB Projects by DB Team As previously mentioned, PCL and H&H have partnered successfully on other design-build movable projects. Since 1993, PCL has completed 33 bascule bridge projects, many in partnership with H&H. The fi ve mov- able design-build projects we have com- pleted together are identifi ed in the table below. A 17 detailed profi le of the projects is provided in Appendix B. Qualifications

DEMONSTRATED HISTORY OF SUCCESSFUL DB PROJECTS BY DB TEAM Name | Details Important Factors for Success Ben Sawyer Swing Bridge Demolition and reconstruction of a 1,154’ bridge superstructure; new approach spans constructed on Replacement, Charleston, SC temporary bents and moved into position during a 11- day closure; new 245’ swing span fl oated into | $31.4 million | 2010 | PCL/ position; complete overhaul of mechanical, electrical, and controls systems. H&H NW 17th Avenue Bascule Collaboration with Miami-Dade County, H&H and the original EOR; included bascule leaf steel and Bridge Replacement, Miami, mechanical components designed and replaced in six short months; accelerated construction sched- Florida | $9.81 million | 2008 | ule to reopen bridge in six months (within the original overall duration); PCL and H&H completed PCL/H&H design, procurement and construction in 210 days. 14th Street Over the Proposed new leaf components in lieu of patchwork at no additional cost; steel was replaced during ICWW Bascule Bridge 30-day closure; contract changes limited to 3.3% ; accelerated 9- month design and construction Rehabilitation, Broward cycle PCL and H&H completed design, procurement and construction in 210 days; DBIA Award County, FL | $5 Million | 2006 | winner. PCL/H&H Sheridan Street Bascule Counterweights modifi ed during accelerated 21-day closure; contract changes limited to 1.3%; in- Bridge Rehabilitation, stalled new organic zinc paint system with 5-year warranty; cleaned counterweight pits and installed Broward County, FL | $2.1 million | trouble free cylinder support platform; signifi cant coordination with the City; DBIA Award winner. 2003 | PCL/H&H Flagler Street Emergency Emergency contract to provide a temporary control house complete with new controls and bridge Repairs, Miami, FL | $3.4 mil- electrical for temporary bridge operation and in turn construct a new permanent facility equipped with lion | 2003 | PCL/H&H permanent electrical and controls. DBIA Award winner. H&H was the Owner’s EOR and CEI. Atlantic and Parker Bas- Structural, mechanical and electrical refurbishment of two bascule bridges; FDOT’s fi rst bridge CM@ cule Bridges, Broward/Palm Risk contract; includes pre-construction services including coordinating design, preparation of the Beach County, FL | $11.5 Million GMP and project administration. H&H is the Owner’s EOR. | 2009 | PCL/H&H

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Tab 3 Management and Organization Capabilities a Management Tab 3

3.1 Team Breakdown of Work PCL and Hardesty & Hanover have built an exemplary team which will successfully deliver the needs of the City of Tacoma. Having already gained signifi cant experience with this bridge,

we understand the dynamic nature of the scope 18 and have built this into our team. Our team if fully ready to deliver design-build service to cover both current and future, funding dependant scope. For example, GeoEngineers have agreed to join our team in preparation for potential future subsurface work. This fl exibility provides a smooth delivery of any services needed to bring the Murray Morgan Bridge fully back to service.

As noted in the chart on the next page, PCL is the general contractor and lead design-build en- tity. On the Murray Morgan Bridge Rehabilitation Project PCL will self perform; structural concrete repairs, structural steel repairs, and concrete and steel demolition. We intend to subcontract design responsibilities and as such have selected H&H as our engineer of record. We have added several key subconsutlants to the team including Exeltech, (DBE),Cultural Resources, Inc., and GeoEngineers, Inc.

Furthermore, we have added the following key Longevity is in Our subcontractors to the team to perform elements of construction as noted in the organizational chart: Blood • Electro Hydraulic Machinery The Murray Morgan Bridge is a shining example of the longevity of • Valley Electric Hardesty & Hanover bridges. Although nearly 100 years in age, PCL and Hardesty & Hanover are the older brothers to this bridge, respec- PCL is an AISC Certifi ed steel erector and self tively 103 and 123 years young. Our firms take great pride in creating performs steel erection and repairs on the major- enduring structures, which is why we have been able to work so well ity of our movable repair projects. Furthermore, together in delivering design-build solutions for transportation struc- as demonstrated by our project experience, we tures and more specifically, movable structures. No other team has the traditionally self perform concrete demolition, legacy and passion for longevity of the PCL/Hardesty & Hanover team. formwork and concrete placement activities as well. Self-performing these construction ele- ments enables us to control the project schedule on critical path activities and deliver a more

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Project Manager. ECI will work as a major subcontractor to H&H. Santosh Kuruvilla, PE, SE will coordinate ECI’s efforts under H&H. Refer to the chart below for further details on competitive bid. However, we are committed to meet- proposed company roles. ing the City’s DBE goal during both the construction and design phase. We have included the following Ankur Talwar will oversee all aspects of design and construc-

a Management Tab 3 local DBE’s on the team - ECI for design support and tion and will be supported by Tim Gattie, Project Manager who O’Neill Environmental Services for Environmental will support Ankur during the design phase and, reporting to Compliance and QA/QC Services. Additional scope Ankur, will manage all daily construction activities and project elements that PCL may subcontract in order to meet administrative duties (including schedules, daily correspon- our DBE commitments are: dence, coordination). Alan Dale, Construction Manager will • Structural steel erection oversee fi eld construction efforts. Construction QA/QC, • Concrete demolition acceptance testing and environmental compliance efforts will • Reinforcing steel placement be provided by O’Neill with Iain Wingard and Dennis O’Neill • Bridge painting reporting directly to Ankur Talwar to maintain project indepen- • Machinery fabrication and installation dence. 19 Key fi rms and their roles are depicted in the chart Coordination of daily operations will be performed on site below. The organizational chart on page 20 highlights by Tim Gattie and Alan Dale. Though O’Neill will provide key positions, individuals and their responsibilities. QA/QC efforts, H&H will be on site weekly and as necessary to provide additional construction Overall project management and leadership will be inspections and reports. As they have done in undertaken by PCL and Ankur Talwar, Project Direc- the past, they will also coordinate with PCL and tor/Manager will lead the PCL team. He has been the maintenance to group to support alignment actively involved in the preparation of this submis- verifi cation, commissioning and startup. H&H will sion and will be actively involved in the design-build ensure O&M manuals are complete and that training has been pursuit. Upon award, he will continue to lead the complete as an important function of the project turnover. design-build team and will work with the City to fi nalize pending permits and initiate any additional The qualifi cations of all our key team members may be found permits such as the SWPPP or others as required. in the table page on page 6. Resumes can be found in Ap- John Adkins with ECI will support him and the team pendix A. with any necessary fi nal permitting and environmental design efforts. Overall design efforts will be lead by 3.2 Team Organization and H&H – Frank Marzella, PE is our proposed Design Qualifi cations The PCL/H&H Team organiza- tional chart is shown below. We have included brief summaries of our key personnel, which describe their experience and familiarity with the rehabilitation of steel bridges including lift bridges, ex- perience with design-build projects and experience relevant to their role on Murray Morgan Bridge.

Ankur Talwar, Project Di- rector/Manager - Involved in over 20 movable bridge construc- tion and repair projects in the past ten years. He has managed as- pects of ten design-build projects, seven of which were movables including: Flagler Street, Royal Park Temporary Bridge, Sheridan Street Bridge, Ben Sawyer Swing Bridge, 17th Avenue Bascule, 14th Street Bascule and S-310 Lock. Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F projects since 1993. Alan is an expert in the repair of steel structures and installation/alignment of bridge mechanical equipment. He is experienced on multiple He also oversaw the pre-construction phase of the Parker/ design-build projects, including the following: 17th Atlantic Bascule Bridge repair project. Ankur was also Avenue, Sheridan Street, Royal Park Temporary Bridge, Tab 3 involved in the pursuit and planning aspect of PCL’s four Ben Sawyer Swing Bridge Replacement and S-310. His vertical lift bridge projects; Victoria Barge Canal, Freeport recent deck replacement experience includes Mathews Swing Replacement with Vertical Lift, Main Street and Bridge, which entailed replacement of 90,000 sf of deck Gilmerton. Ankur has been working with H&H since 2000. in 90 days. Full resume can be found on page 6 of Full resume can be found on page 2 of Appendix A. Appendix A.

Tim Gattie, Construction Project Manager Paul M. Skelton, PE, Principal-In-Charge – - With over 11 years in the civil construction industry, is With over 24 years of experience at H&H in movable experienced in the construction of and rehabilitation of bridge machinery and electrical system design, Paul is complex bridge projects – including movable bridges. He recognized as an international expert in the complexities 20 is also well versed in the design-build delivery method. and coordination requirements for the structural-mechan- He has worked on several movable bridges including Ma- ical-electrical interfaces of movable bridge work. Paul’s combs Dam Bridge, Spuyten Duyvil Bridge and the Wood- Management role in the project will be to provide technical guidance row Wilson Bridge, two of which are historic structures. for cost effective solutions to refurbish/replace the bridge Full resume can be found on page 4 of Appendix A. machinery components and for the electrical system replacement and upgrades. Paul has participated in a Alan Dale, Construction Manager / Superin- multitude of new vertical lift bridge designs and rehabilita- tendent - Involved in 30+ movable and bridge repair tion projects. He also has vast experience with Design/

Construction Inspector

1 John Dale Blisserd Project Director/Manager Off-Site District Support (O’Neill) Ankur Talwar 2 (PCL) Pat Malone - District Operations Manager (PCL) On-site QA/QC Mike Fallon - District HSE Manager (PCL) Dennis O’Neill 1 (O’Neill) John Brown - District Construction Engineer (PCL)

Environmental Compliance Principal-in-Charge Design Project Manager Project Manager Lead 1 2 1 Tim Gattie (PCL) Paul Skelton, PE (H&H) Frank Marzella, PE (H&H) 2 Iain Wingard (O’Neill)

Design QA/QC Construction Manager/ Project Engineer Superintendent Tim Noles, PE 2 (H&H) Project Structural Engineer 1 1 1 Andre Tousignant (PCL) Peter Roody, PE (H&H) Alan Dale (PCL)

Mechanical /Structural Concrete Superintendent Superintendent 1 H&H Design Services ECI Design Services Bruce Macauley (PCL) 1 Permitting Lead Chris Johnson (PCL) Load Rating Structural Design Peer Review 2 Robert Drew, PE2 Jon Adkins (ECI) Santosh Kuruvilla, PE, SE, Subcontractors PMP 2 (ECI) Subcontracts (Potential DBEs) Structural Steel Design Historic Preservation 1 Controls and Coordination 1 Structural Steel Erection Peter Roody, PE (H&H) Seismic Analysis Support Steve Hanley (EHM 2 Karl Kirker, PE, SE (ECI) Glenn Hartmann 2 (CRC) (exclusive) Concrete Demolition, Place- Mechanical Design Frank Marzella, PE1 (H&H) ment Repairs Stormwater/Drainage Electrical 1 Geotechnical Services Choomeng Chin (ECI) 1 (VE) Reinforcing Steel Placement 1 Jeff Lane Electrical/Controls Design 2 1 Leroy Slemmer, PE (ECI) David Phelps (GI) Christopher Svara, PE (H&H) Key: Bridge Painting Railroad Coordination 1 On-site 2 Concrete Structures Repair/Design J.M. (Mike) Cowles 2 (MCR) On-site as needed Cesar Granados, PE1 (H&H) PCL - PCL Construction Services, Inc., Bellevue, WA H&H - Hardesty & Hanover, LLP, Lacey, WA ECI - Exeltech Consulting, Inc., Lacey, WA (DBE) Paint Design MCR - MCR Logistics, LLC, Lacey, WA 1 Brendan O’Shea, PE (H&H) EHM - Electro Hydraulic Machinery, Florida GI - GeoEngineers, Inc., Seattle, WA Lighting Design CRC - Cultural Resource Consultants, Inc., Bainbridge Island, WA 2 Design Vandana U. Gogate, PE, LC (H&H) VE - Valley Electric, Inc., Everett, WA O’Neill - O’Neill Environmental Services, Issaquah, WA (DBE) Construction Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Engineer responsible for the design, inspection, and prepara- tion of plans, specifi cations and estimates for major fi xed and movable bridges since 1984. Full resume can be found on Build and GCCM (Contractor at Risk) project delivery page 15 of Appendix A. methods for movable bridge projects. This may prove benefi cial for the Murray Morgan Bridge Rehabilitation

Tab 3 Jon Adkins, Permitting Lead and Director of if such construction methods are pursed to expedite Environmental and Planning Services - has over the design and construction schedule. Full resume 20 years experience in aquatic and terrestrial biology, fi sh pas- can be found on page 11 of Appendix A. sage assessment, design, and regulatory compliance. Jon has received formal training and extensive practical experience Frank Marzella, PE, Project Structural evaluating and remediating fi sh passage barriers, particularly Engineer and Senior Mechanical Engi- those involving ESA-listed salmonids. Jon recently led a neer – Frank been involved with the Murray Morgan multi-disciplinary team to develop a culvert asset manage- Bridge since 1994. Frank recently managed the ment program for the Oregon Department of Transportation counterweight rope replacement project and has where fi sh passage assessment, prioritization and restora- performed in-depth mechanical system inspections on

21 tion were cornerstone principles behind the new program. the Murray Morgan Bridge under On-Call contracts for Jon has also managed the design and permitting of projects the Washington State Department of Transportation. aimed at replacing impassable barriers to fi sh passage with

Management He has been instrumental in developing mechanical new, fully passable structures. Jon understands and is able and electrical system rehabilitation/replacement rec- to coordinate and manage all aspects of the project develop- ommendations for the bridge. As an employee for the ment process, from concept development through fi nal civil Washington State DOT, Frank supervised the most re- and structural design and project permitting. His regulatory cent mechanical, electrical and ultrasonic inspections expertise is extensive, including federal Endangered Species performed on the bridge’s machinery components and Act, Clean Water Act, and NPDES compliance. Jon also has electrical systems. Frank has unmatched hands on a working knowledge of state and federal wetland removal- knowledge of the bridge’s operating systems and their fi ll laws, NEPA, SEPA, and a variety of other state and local defi ciencies. He will lead the mechanical/electrical regulations. Full resume can be found on page 29 of Ap- design efforts to upgrade and modernize the bridge pendix A. operating systems. Having participated in nearly all major WSDOT movable bridge rehabilitation projects Dennis O’Neill, LG, LEG, LHG, Construction QA/ over the last 15 years, Frank is uniquely qualifi ed QC Manager - A senior level Construction Quality Control to support the Murray Morgan Bridge Rehabilitation Manger (CQAM), Engineering Geologist, and Hydrogeologist project. Frank has also been involved in numerous with over 25 years of experience managing and implement- Design/Build movable bridge projects built under ac- ing transportation projects in the western United States and celerated schedules. Full resume can be found on Alaska. Mr. O’Neill has successfully managed multi-million page 13 of Appendix A. dollar quality assurance/quality control (QA/QC) and envi- ronmental programs that have been integrated with large Peter Roody, PE, Project Structural scale design-build transportation projects. These projects Engineer – Peter has dedicated his career (27 were often located adjacent to environmental sensitive areas years) to structural engineering for movable and fi xed including upland, intertidal and in-water work. His clients have bridges. His knowledge of vertical lift bridge design included WSDOT, WSDOC, Sound Transit, USACE, US Navy, and rehabilitation will be most valuable for this proj- several major Marine Ports and Airports and cities throughout ect. Peter has the design experience to provide the Washington State. He has successfully performed the role necessary input required for successful rehabilitation of CQAM and/or Environmental Compliance Manager (ECM). of the lift span proper without adversely affecting the Full resume can be found on page 43 of Appendix A. operating components or drive system. Peter recently completed the Murray Morgan temporary support Iain Wingard, Environmental Compliance Man- system structural steel design required to facilitate the ager - is an associate environmental scientist with 18 years counterweight rope replacement. Full resume can of experience in environmental investigation, remediation, be found on page 17 of Appendix A. compliance, and permitting, He has provided expertise for Tim Noles, PE, Design QA/QC Manager a broad range of projects including: sediment investigation, - Partner in Charge and Engineer of Record respon- remedial design, and remediation management; industrial site sible for H&H Florida Offi ce since 1996. Structural investigation, remediation, and redevelopment; municipal/ Engineer with H&H since June 1984. Promoted to industrial facility permitting and agency negotiations; envi- Associate with Hardesty & Hanover in 1995, Principal ronmental evaluations for property transfers; legal support; Associate in 2003, and Partner in 2004. Project Man- and environmental compliance programs development and ager/Project Engineer/Design Engineer/ Inspection review. Iain is particularly experienced with projects involving work plan development and implementation; data collection, Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F The PCL/H&H Team’s current and projected work load for the duration of the Murray Morgan Project is shown in the table on evaluation, and interpretation; quality control/quality the next page. assurance; and construction management, including contractor selection, coordination, and oversight. Iain In general, our current project assignments are ending. The Tab 3 previously served as an Environmental Murray Morgan bridge is a targeted opportunity for the PCL Program Manager for the City of Tacoma, Team. We have attempted to provide you honest and reason- providing environmental assessment, able commitments and are prepared to discuss these with the compliance, and permitting expertise for City in detail, if required. a variety of municipal construction proj- ects and industrial facilities. Full resume can be found on page 45 of Appendix A. 3.5 Communications Plan The PCL team commits to open communication with all Karl N. Kirker, PE, SE, Structural Peer stakeholders throughout the design and construction phase Review - successfully led the Exeltech team in de-

22 by implementing and adopting a Project Implementation Plan livering the 8th Street Bridge Replacements project, (PIP). The PIP will contain all the project control elements now under construction. He has more than 32 years required for a successful project delivery. We will conduct Management of experience in bridge design and construction. proper scheduling and progress and coordination meetings will As a former WSDOT Bridge Structural Design Unit be held with the City of Tahoma, the consultant CEI and the Manager, Karl managed the analysis and design of engineer of record to provide for an easy fl owing project and bridges and highway structures and was responsible orderly progress of work. for contract plans preparation. Full resume can be found on page 31 of Appendix A. Design Phase John Dale Blissed, Construction Inspec- Mr. Ankur Talwar will lead the team during both the design tor - has over 20 years of experience managing and construction phases of this project. He will oversee the and implementing multi-million dollar large complex design phase and ensure that all stakeholders concerns are construction projects in the Puget Sound Region. addressed. Ankur will work closely with Frank Marzella, PE, Dale was the Lead Inspector on several large projects our Design Project Manager, who will lead the design efforts conducted at SeaTac International Airport and in the for the project. Frank, with support from key team members, cities of Bellevue and Shoreline. These projects will ensure our compliance with the specifi c commitments of included an extensive amount of reinforced concrete, this project. structural steel, welding and mechanical inspections. In particular, John Adkins, our permitting lead, will lead the He has extensive experience working on public-fund- effort to communicate and coordinate on all permitting issues. ed projects and thus understands that importance of John has an established relationship with each of the agen- clean accurate documentation. Full resume can be found on page 47 of Appendix A. cies with jurisdiction over this project and will be the primary contact throughout the permitting process.

Ankur, in conjunction with Frank, will schedule and lead our 3.3 Management of Public weekly design meetings to formally track and monitor design Projects progress. We will discuss the status and tracking of design submittals and construction submittals to assure timely and Our Team has demonstrated our ability to success- expeditious processing of comments, approvals, return of fully deliver major DB projects to public clients with phased drawings and return of shop drawings, etc. federal funding. Refer to the fi nal column in the table on page 9, which highlights PCL and H&H’s experi- We will include Tom Rutherford, (City of Tacoma Project ence on publicly funded projects. Manager), and maintenance staff, as necessary, in these meetings. It is important to the design team, as well as the It is important to note that Ankur Talwar has lead operations team, to be engaged in the design and planning many design-build efforts for PCL and, in each case stages of the project. This will afford the operations team the has endeavored to manage the clients budget and opportunity to provide input on critical issues that could affect ensured that all federal reporting requirements were the construction phase. met. Construction Phase During the construction phase, Ankur will work closely with Tim 3.4 Teams Work Load Gattie, Project Manager, to ensure the work is executed to our satisfaction and meets the high quality standards set by PCL Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F TEAM WORK LOAD Staff Member/Project Role Murray Morgan Current Project Assignments Location Commitment Tab 3 Ankur Talwar Ben Sawyer DB Swing Bridge – completion 50% during design, Project Director/Manager June 2010 35% during con- Tampa, FL (on site as needed) Other pursuits pending late 2010 struction Tim Gattie Willamette River Transit Bridge Pursuit Construction Project Manager SR 520 Eastside Design-Build Project 100% Seattle, WA (on site) Pursuits Alan Dale 35% during design, Construction Manager/Superintendent Parker Bridge CM@Risk 100% during con- Seattle, WA (on site) struction 23 Paul Skelton, PE Bordeaux Vertical Lift Design/Build Principal-in-Charge 15% Management Corporate Responsibilities New York, NY (on site as needed) Frank Marzella, PE WSDOT On-Call Engineering Design Project Manager & Lead Mechanical 100% New Westminster Rail Bridge Study Lacey, WA (on site) Peter Roody, PE Project Structural Engineer  Bridge Deck Replacement 80% New York, NY (on-site) Jon Adkins Pine Road Bridge Replacement (10%) Permitting Lead Treasure Island Bridge Repl. (5%) 75% Seattle, WA (on site)  Coyle Road Retaining Wall/Bulkhead (10%) Iain Wingard 50% during design Thea Foss and Wheeler-Osgood Waterways Environmental Compliance Lead Construction As Sediment Remediation Seattle, WA (on site) needed 35% during design Timothy Noles, PE Atlantic & Parker CM@ Risk On-site inspections Design QA/QC Corporate Responsibilities during construction Sunrise, FL (on site as needed) and commissioning I-405 195th Street to SR 527 Auxiliary Lane Dennis O’Neill 25% during design Widening (8/10) Construction QA/QC As requested during Sound Transit Everett Station Track Layover Seattle, WA (on site as needed) construction (9/10) John Dale Blissard Construction Inspector I-405 Design-Build (6/10) 100% Seattle, WA (on site)

and exceeds the expectations of the City of Tacoma. control concerns, work planning and inspection coordina- Tim will be responsible for day-to-day operations, tion. PCL generates a monthly progress report on all of our including coordination with all subcontractors, and projects. These status reports outline key issues on the will be supported by an outstanding staff of seasoned project including billing status, project safety, schedule status, construction professionals. Our team’s distinguished manpower needs, subcontractor coordination, RFI status, qualifi cations are demonstrated in Appendix A of this submittal status, outstanding design and construction issues statement of qualifi cations, Resumes of Key Staff. and contract modifi cations. The monthly status report will be submitted monthly along with an updated project schedule and Meetings will be held with the project team to monitor the monthly pay request. work progress and discussion topics such as imple- mentation of procedures, schedule updates, quality Weekly subcontractor and supplier meetings will be held to

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F specifi cations. • Monthly Project Management Meetings with the PSQAP authors identifi ed above and Frank to review project prog- promote orderly progress of work. Careful attention ress, resource allocation, budget, and invoicing. will be paid to the respective subcontractor schedules • Bi-weekly Design Progress Meetings led by Frank to Tab 3 to ensure smooth transitions of subs and suppliers beginning and completing work. To promote a smooth review project progress (including schedule and budget), execution of work as it pertains to the work on or review adherence to the PSQAP, and communicate proj- around existing or proposed utilities, coordination ect changes meetings will be held as necessary. • Bi-Weekly Technical Meetings to coordinate technical aspects of the project and to identify and resolve technical issues as they arise. 3.6 Quality Management • Quality Reviews of the project deliverables by senior engi- neers outside of the design team prior to all submissions, Our project quality management plan ensures all ele- will include Subconsultant work, and review comments will ments of the project conform to the City’s standards, 24 be addressed prior to submissions. as well as related state and federal laws and regula- tions. Based on our extensive design-build experi- • QC Checklist to be completed and signed off by Frank Management ence, we evaluate quality from the perspective of the and Tim prior to each submission. fi nal product. Our project quality management plan is • Quality Audits conducted by Tim prior to all submissions based on the philosophy that: to verify PSQAP adherence. • Filing of QA/QC Documentation in the project fi les, • Quality is achieved by adequate planning, coordi- including the PSQAP, quality review and audit schedules, nation, supervision, and technical direction; review checklists, and quality audit reports. • Quality is assured through checking, reviewing, and surveying of work activities by individuals Additional QC Reviews and Measures who are not directly responsible for performing the initial efforts Independent Peer Review • Quality is verifi ed through independent reviews of ECI will perform independent peer reviews of the design for processes and procedures the Murray Morgan Bridge. Design Quality Assurance Procedures Final External Package Review Prior to a submittal to the City of Tacoma, a fi nal external The H&H Team is committed to delivering a quality package review will be performed by individuals not involved project to the City of Tacoma. Our Design Quality in the development or checking progress. Manager, Mr. Timothy J. Noles, PE, will be dedicated to managing the overall project QA/QC process and ensuring communication of and adherence to a Proj- Constructability Reviews ect Specifi c Quality Assurance Plan (PSQAP). Tim will During the design phase of this project, regular constructibility work with Design Project Manager, Frank Marzella, reviews will be performed by key H&H and PCL team mem- PE; and our Partner-in-Charge, Paul M. Skelton, PE bers. to develop a PSQAP. It will specify the quality control and record keeping processes required to ensure a Weekly Coordination level of quality for all aspects of the project including: To produce a quality document effi ciently, emphasis must project management and coordination; engineering; be placed on continuous coordination and communication. and development of deliverables. The PSQAP will Weekly progress meetings involving contractor and design minimally require: discipline leaders will be instituted to reduce errors, improve coordination, and to allow change. • PSQAP Sign Off by the Project Managers of all Subconsultants on the Team. Documentation • A Start-Up Meeting to identify the project scope Documentation for the Design QA/QC process will consist of and schedule, applicable project standards, tech- meeting minutes, Level One Check prints, sign-off sheets, nical resource needs, and quality requirements. peer review comments, quarterly audit reports, suffi ciency • A Kick-Off Meeting to communicate project checklists and design considerations. scope, schedule, standards. Signing and Sealing • Tim Noles will provide fi eld quality assurance Each plan set being submitted will be signed and sealed by reviews to ensure compliance with the plans and

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F directly to our Project Director/Manager, Ankur Talwar. Under Ankur’s direction, the Project Specifi c Construction Quality Control Plan will be used to deliver both quality and safety dur- the appropriate engineer(s). ing construction. Quality management responsibilities include: Packaging and Delivery Tab 3 • Review work plans for conformance with minimum quality Authentication of project deliverables will be per- requirements formed by the design project manager and verifi ed by • Oversee the coordination of QC activities the project structural engineer. A signed compliance • Verify construction compliance with the applicable stan- certifi cate will be created by the Engineer of Record dards for each discipline and checked by the design project • Monitor construction activities and workmanship manager. • Ensure the necessary QC inspection checklists, tests and reports are completed Design Quality Control During Construc- • Track defi ciencies using Non-Conformance Reports tion • Implement corrective action where defi ciencies are found QA/QC measures employed during the design phase 25 • Provide open and consistent dialogue with the City repre- will continue in the shop drawing review and plans sentatives regarding quality issues on the project revisions. Requests for information (RFIs) will be Management answered by responsible discipline leaders and have Quality Assurance Program concurrence by the project manager. All RFIs which OES will provide qualifi ed staff with pertinent experience result in changes to the design will be refl ected in the based on the WSDOT design-build programs. OES will fi nal as-built set of plans. provide key staff including Construction Quality Assurance Manager (CQAM), Quality Technical Supervisor (QTS), soil, Construction Peer Review reinforced concrete, asphalt, steel, welding and electrical In addition to our previously discussed indepen- inspectors. OES will also provide a WSDOT Certifi ed Labo- dent peer reviews, PCL will perform constructability ratory to provide soil concrete, asphalt and steel testing. In reviews of each design submittal prior to delivery to addition, they will provide off-site fabrication inspections, if the City. Our experience has shown that by doing so, deemed necessary. the number of RFI’s and design changes required is greatly reduced. The overall Quality Assurance Program will be led by an experienced CQAM, Dennis O’Neill. Mr. O’Neill is currently Construction Quality Control Plan the CQAM on the WSDOT I-405 195th Design-Build in Bothell, Prior to beginning any construction activities, the PCL Washington. This project is scheduled for substantial comple- Team will prepare (and submit to the City) a Project tion on June 18, 2010. He prepared the Quality Management Specifi c Quality Control Plan. The primary purpose Plan (QMP), which was submitted and approved within 10 of our Construction Quality Control Plan is to sustain days of Notice to Proceed. the same level of quality during construction as was provided during design. Mr. O’Neill has specifi c QA experience developing and main- taining the Record of Materials (ROM), Record for Approval Our Quality Manager will develop, implement, moni- of Materials (RAMs), Materials Receiving Report (MRRs) tor, and document our construction quality control and Certifi cate of Materials Origin (CMO). Our management measures adhering to all City specifi cations and team is familiar with WSDOT statistical analysis for materials processes. The QC plan will include the following: (SAM) and CATS for tracking project specifi c data. Again, the management of these documents and data is critical to a suc- • A verifi able list of all personnel assigned to the cessful project. project and their relevant and/or required qualifi - cations Quality Incident Reports • An organizational/reporting chart PCL uses a Quality Incident Report (QIR) to report, document, • A list of approved testing facilities to be used and track quality incidents during construction. Our QIR report • A list of approved material production plants or contains the following elements: pits • QC checklists and procedures to ensure con- • Detailed description of the quality incident struction activities are executed in accordance • Area of the project affected by the incident with all plans and specifi cations • Supervisors involved and individuals conducting the investigation Management • Root cause of the incident To ensure that the pressures of production do not • Corrective and preventative measures defi ned and imple- interfere with quality, our Quality Manager will report mented Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Appendix A Resumes of Key Staff APPENDIX A 1 R s e m u s e

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Old Dupont Bridge Demolition, Panama City, Florida. This design build project included the

APPENDIX A Ankur Talwar demolition, removal, and disposal of the remaining Overall Project Director / superstructure and substructure of the old Dupont Bridge over East Bay in Bay County. In accordance Manager with contract requirements, one entire truss span was be removed (intact), transported to a pre- PCL Civil Constructors, Inc. determined location in the Gulf of Mexico, and submerged as an offshore reef. Years of Experience: 17 Sheridan Street Bascule Design-Build Restoration, Education: Hollywood, Florida. This project consisted of demolition and replacement of the counter 2 Master of Business Administration, Florida Atlantic University, 2001 weight section as well as hydraulic cylinder Bachelor of Science in Chemical Engineering, replacement. R

s e m u s e University of Calgary, 1992 PCL Leadership Course, 2001 Flagler Street Bridge Repair Project, Miami, PCL Pre-construction Boot Camp, 2009 Florida. This design-build emergency repair project had a short duration of 6 months. The first major task was the construction of a temporary Professional Affiliations: control house, which was operational in 7 days American Society of Civil Engineers (ASCE) from NTP, to facilitate bridge reopening. Second, American Railway Engineering and Maintenance-of-Way Association the precast concrete permanent control house was (AREMA) constructed. Included in both control houses was Design-Build Institute of America (DBIA) all associated electrical and mechanical work.

Key Attributes: 14th Street ICWW Bascule Bridge Rehab (Design/  Design-Build experience, including 7 design-build movables Build), Broward County, FL. Design-Build Manager  Lift bridge rehabilitation experience on the 14th Street Bridge project with a scope of  Extensive bridge repair experience work that includes improvements to movable span,  FHWA experience mechanical and electrical equipment, upgrades to bridge typical section, control house repair and Expertise: bridge end treatment replacements. Over the past 11 years, Mr. Talwar has overseen and grown PCL’s movable bridge construction and repair group. Recently, Ankur has moved into the Royal Park Bridge Demolition Project, West Palm role of design-build manager, pursuing and overseeing larger and more complex Beach, Florida. Superintendent for the demolition projects. During his career, Mr. Talwar has overseen seven movable design- of a 4-lane concrete bridge over the intracoastal build bridge projects. His resume boasts over 20 movable bridges, including waterway. Work performed included removal of fixed four vertical lift bridges, and 20 bridge repair projects. approach spans and footings, piling extraction, bascule pier removal, constructing test caissons, statnamic Key Projects: testing, and bay bottom soil borings. Design-Build Movables: Vertical Lift: Ben Sawyer Swing Bridge Replacement, Charleston, South Carolina. Construction Manager for the $31 million Design/Build project consisting of Gilmerton Bascule Bridge Replacement , Chesapeake, demolition and reconstruction of the 1,154’ bridge superstructure. The new Virginia. Participated in the pursuit team of this approach spans were constructed on temporary bents and moved into position lift bridge spanning the Elizabeth River navigable during a seven day closure period. The new 245’ swing span was floated into channel. Includes the removal of an existing position during the same seven day closure. The scope included new machinery, bascule bridge and complete replacement with a electrical and controls. vertical lift bridge. In addition, the project includes phased construction of 18 approach spans to the lift structure. NW 17th Avenue Bascule Bridge Replacement, Miami, Florida. This project includes structural steel refurbishment and replacement, sidewalk and roadway Main Street Bridge Rehabilitation, Jacksonville, grating replacement, concrete spall repair, structural steel painting including Florida. Special Projects Manager responsible for lead abatement, class V cleaning and coating, and mechanical and electrical structural steel rehabilitation on this historic bridge. work including span lock replacement. Control house reconstruction and scenic observation

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F platforms were part of the construction performed on this 365’ vertical lift and repainting of the bridge after removal of existing lead span bridge, the largest of its kind in Florida. base coatings.

APPENDIX A Victoria Barge Canal Lift Bridge, Victoria, Texas. Scope of work North Bridge Bascule Restoration Project, Ft. Pierce, Florida. on this vertical life included: steel repairs, electrical repairs, signal This rehabilitation project included: mechanical, electrical, replacement, mechanical repairs, elevator installation, painting, structural, concrete, and roadway widening work. railroad track repairs. Indiantown Road Bridge Replacement Project, Jupiter, Lift Bridge Relocation (Houma-Freeport), Louisiana and Texas. Florida. Twin bascule bridge structures over the Intracoastal Participated in the pursuit team of this lift bridge that includes Waterway. The completed bridges incorporated two, electrical, mechanical and some structural rehabilitation to 258’ vertical single-leaf, moveable, hydraulically operated spans. Project lift span and two 29’ towers on bridge in Houma, Louisiana. Bridge features include new bridge controls and lighting, 24 and 30 will then be relocated 350 miles by water to Freeport, Texas to replace a inch concrete piling foundations, concrete footers, columns,

3 failing 288’ swing span bridge. At Houma, La, scope includes removal caps and a combination of Florida Bulb-T and structural of all rest piers, abutments, fenders and generator building. At Freeport, steel girder approaches with cast in place spans. Tx, scope includes removing existing pivot pier, modifying swing span, R s e m u s e driving piles, building rest piers, installing towers and lift span. Flagler Beach Bridge Replacement Project, Flagler Beach, Florida. This contract included construction of a four- Steel Truss: lane 20 span, high level, cast in place deck on 24-inch SR-10A Mathews Bridge Rehabilitation, Jacksonville, Florida. This piling, concrete footers, columns, caps and Florida Bulb-T project involved the replacement of the 810’-0” channel span grating girders. deck. A new grating system was installed and lightweight concrete placed within the grating. Also included was the replacement of Dania Beach Boulevard (S.R. A1A) Bridge Repair Project, stringers / diaphragms, repairing floor beams, truss strengthening / Ft. Lauderdale, Florida. Repairs included; replacement rivot replacement, and steel painting. of the bascule structural steel and grating, widening of the bridge and approach sidewalks, replacement of electrical Hart Bridge Repair (2000 & 2010), Jacksonville, Florida. Projects controls, restoration of operating machinery, modification involved repairs to the existing .75 mile long steel truss bridge, 130 of the control house interior, replacement of the fender feet above the St John’s River. The four-lane bridge serves as a major system, dredging and submarine cable installation, artery for access to the Jacksonville downtown core. Repairs included restoration of the approach slopes, installation of steel installation of fiberglass-reinforced handrail, structural steel ladders and bridge joints, removal of structural steel lead based paint platforms, upper and lower truss structural steel repairs, bronze bearing and cleaning and coating of bridge structural steel and pad replacement, and modifications to the isolation bearings. concrete. Other Key Movables: State Road 84 Bridge Repair Project, Ft. Lauderdale, CM@Risk for the Atlantic Boulevard Bascule Bridge and SR-5 Florida. Major repairs included; replacement of the Parker Bascule Bridge, Broward and Palm Beach Counties, Florida. bascule structural steel and grating, widening of the Construction Manager for FDOT District Four’s first CM@ bridge and approach sidewalks, replacement of electrical Risk project, which included structural, mechanical and electrical controls, restoration of operating machinery, frames refurbishment of two bascule bridges. CM responsibility included and gears, modifications to the control house interior, working with the engineer of record and the owner to maximize the replacement of the fender system, dredging and submarine rehabilitation scope within the existing budget restrictions. cable installation, restoration of the approach slopes and resurfacing of the concrete decks. PGA Boulevard Bascule Bridge Rehabilitation, West Palm Beach, Florida. This project included two existing three lane bridge 79th Street Bridges Repair Project, Miami, Florida. Project structures that are side by side. The westbound bridge received minor Manager on this project involving repairs to two existing structural modifications and repairs, while the eastbound bridge was moveable bridges located 2 miles apart. Work entailed; systematically demolished down to water level and reconstructed. The replacement of structural steel and grating, installation of demolition consisted of both eastbound bascule leaves, flanking spans new bridge electrical controls, removal of lead containing and bascule piers. paint, removal of asbestos containing floor and roof tile, restoration of bridge tender control houses, restoration of Hollywood Bascule Bridge Rehabilitation, Ft. Lauderdale, FL. This piling and concrete structures and the addition of a cast-in- project included major work items such as: refurbishment of bridge place bridge concrete barrier for pedestrian safety. hydraulics, replacement of bridge electrical and controls, construction of a new architectural control house, refurbishment and upgrades to the existing control house, architectural concrete work to the approach barriers, railing and sidewalks, bascule steel rehabilitation Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Tim Gattie, PE engineering support including detailed layout APPENDIX A and calculations for the barge mounted hydraulic Project Manager crane used to complete the second phase work. PCL Construction Services, Inc. This involved proving stability of the barge and crane during all demolition and erection activities to both the USCG and AMTRAK reviewers.

Years of Experience: 11 Woodrow Wilson Bridge, Bascule Span, Alexan- dria, Virginia. The Woodrow Wilson Bridge is a Education: monumental project that changed the landscape Bachelor of Science in Civil & Environmental of the nation’s capitol. The bascule bridge portion

4 Engineering with a Concentration in Structures of the project required the contractor to perform - University of Pittsburgh, Pittsburgh, PA construction activities while maintaining com- mercial and recreational navigation. Much like R

s e m u s e the Willamette River Transit Bridge, the project Registrations: was required to meet schedule interface mile- Registered Professional Engineer in: stones with the two adjacent approach projects WA, 45536, 2009 without compromise all while meeting the needs CA, 68879, 2005 of countless third party stakeholders and regula- VA, 040122, 2004 tory agencies.

Certifications: The bridge consists of twin 200-foot- long, 8 leaf CCHEST Safety Trained Supervisor (STS) bascule spans, each 6 lanes wide with provisions 30 Hour OSHA Trained for light rail. The bascule leaves were erected atop First Aid and CPR Certified four piers constructed of triplet cast-in-place seg- mental box girders. The piers were constructed Memberships: using cast in place segmental methods on adjust- National Society of Professional Engineers able falsework. American Society of Civil Engineers American Institute of Steel Construction Mr. Gattie coordinated the design, procurement and construction of the over 1500 tons steel of Key Contributions to the Team: falsework used on the project. Extensive construction experience Experienced in Design-Build delivery SR-125 South Project, Otay River Bridge, San Relationship-oriented and collaborative management style Diego, California. Southbay Expressway is a 12 mile long toll road facility built on a green field Expertise: site. The project involved right-of way acquisi- Mr. Gattie is experienced in the construction of and rehabilitation of complex tion, community outreach, design, construction, bridge projects – including movable bridges. He is also well versed in the Design- utility design and relocations, quality assurance Build delivery method. He has worked on several movable bridges including and interface with adjoining contracts. The signa- Macombs Dam Bridge, Spuyten Duyvil Bridge and the Woodrow Wilson Bridge, ture bridge on the project is the Otay River Bridge two of which are historic structures. His management style is collaborative and is a 3300 foot long precast segmental twin box he takes pride in building relationships. built using the balanced cantilever method. The structure is 185 feet tall at its high- est point and is designed to carry 4 lanes of traffic Key Projects: spanning an environmentally sensitive area and Spuyten Duyvil Bridge, , NY. This project involved the repair of the Otay River. The 640 precast segments were the historic Spuyten Duyvil Bridge, a 290’ swing-span style movable bridge cast off-site, hauled to the project location and over the Harlem River built in 1899. The bridge was struck by a material barge erected using an overhead gantry. This project causing severe damage to a section of its bottom chord which required emer- was completed using the Design-Build delivery gency repair. Work was completed in two phases the first of which required the method in a Public Private Partnership. installing a temporary repair to permit rail traffic to use the bridge while the design of the final repair was completed. The second phase involved perform- Mr. Gattie performed design coordination, con- ing constructability reviews to integrate increased speed of installation with the struction engineering and construction coordi- requirements of the designer, installing the new bridge section during off-peak nation for the Otay River Bridge portion of the hours and re-centering the span on its bearing. Mr. Gattie provided project project. Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Macombs Dam Bridge Rehabilitation, Bronx, New York. The Macombs Dam Bridge is a historic steel bridge that was

APPENDIX A built in 1895 over the Harlem River. The project consisted of the complete rehabilitation of nearly 1 mile of elevated roadway comprised of 8 different types of bridge structures using staged construction. The main span is a 400’ rim bear- ing swing span. The rehabilitation included complete replace- ment of all mechanical and electrical systems to the bridge and a new control house. Mr. Gattie managed the scheduling, procurement and construction coordination activities on the project. This project required the coordination of a multitude of stakeholders as well as interfacing with the work on adja- cent structures. 5 R s e m u s e

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F truss span was be removed (intact), transported to a pre-determined location in the Gulf of Mexico,

APPENDIX A Alan Dale and submerged as an offshore reef. Construction Manager / Sheridan Street Bascule Design-Build Restoration, Hollywood, Florida. Superintendent. This project Superintendent consisted of demolition and replacement of the PCL Civil Constructors, Inc. counter weight section as well as hydraulic cylinder replacement.

Years of Experience: 34 Flagler Street Bridge Repair Project, Miami, Florida. This design-build emergency repair Education: project had a short duration of 6 months. The first 6 LaSalle High School, St. Ingrance, Michigan, major task was the construction of a temporary Graduated 1974. control house, which was operational in 7 days

R from NTP, to facilitate bridge reopening. Second, s e m u s e Certifications: the precast concrete permanent control house was Certified Worksite Traffic Supervisor, ATSSA constructed. Included in both control houses was One Inch Unlimited Weld Certification, Pittsburgh Laboratory, 1985 all associated electrical and mechanical work. Lead in Construction Training, Per OSHA Federal Register 29 CFR 1926.62 Royal Park Bridge Demolition Project, West Palm Beach, Florida. Superintendent for the demolition

Expertise: of a 4-lane concrete bridge over the intracoastal Mr. Dale possesses 34 years of construction experience and has been with PCL waterway. Work performed included removal of fixed since 1990. A moveable bridge specialist, accomplished welder and ironworker, Mr. approach spans and footings, piling extraction, bascule Dale has supervised multiple, technically complex projects with a focus on safety, pier removal, constructing test caissons, statnamic quality and production. Mr. Dale specializes in movable bridge rehabilitation and testing, and bay bottom soil borings. has completed over 30 in the past 20 years. Reconstruction includes structural steel repair and replacement, modifications to mechanical lift, hydraulic and electrical systems, control house renovations, fender systems replacement and S-310 Lock Refurbishment for South Florida miscellaneous concrete restoration. Water Management District, Clewiston, Florida. Superintendent for PCL’s first Design-Build project with the South Florida Water Management District. Key Projects: The project includes the refurbishment of the S-310 Design-Build Movables: Lock structure that separates the town of Clewiston

Ben Sawyer Swing Bridge Replacement, Charleston, South Carolina. and Lake Okeechobee. Structural repair, painting Superintendent for the $31 million Design/Build project consisting of and electrical overhauls are the major aspects of the demolition and reconstruction of the 1,154’ bridge superstructure. The new project. approach spans were constructed on temporary bents and moved into position during a seven day closure period. The new 245’ swing span was floated into Vertical Lift: position during the same seven day closure. Main Street Bridge Rehabilitation, Jacksonville, Florida. Superintendent responsible for structural NW 17th Avenue Bascule Bridge Rehabilitation, Miami, FL. Superintendent for steel rehabilitation on this historic bridge. Control this project that includes structural steel refurbishment and replacement, sidewalk and house reconstruction and scenic observation platforms roadway grating replacement, concrete spall repair, structural steel painting including were just part of the construction performed on this lead abatement, class V cleaning and coating, and mechanical and electrical work 365’ vertical lift span bridge, the largest of its kind including span lock replacement. in Florida.

14th Street ICWW Bascule Bridge Rehab (Design/Build), Broward County, Steel Truss: FL. Superintendent on the 14th Street Bridge project with a scope of work that SR-10A Mathews Bridge Rehabilitation, includes improvements to movable span, mechanical and electrical equipment, Jacksonville, Florida. This project involved the upgrades to bridge typical section, control house repair and bridge end treatment replacement of the 810’-0” channel span grating replacements. deck. A new grating system was installed and concrete placed within the grating. Also included Old Dupont Bridge Demolition, Panama City, Florida. Superintendent on this design build project that included the demolition, removal, and disposal of the remaining superstructure and substructure of the old Dupont Bridge over East Bay in Bay County. In accordance with contract requirements, one entire

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F was the replacement of stringers / diaphragms, repairing floor Dania Beach Boulevard (S.R. A1A) Bridge Repair Project, Ft. beams, truss strengthening / rivot replacement, and steel Lauderdale, Florida. Superintendent overseeing repairs on the

APPENDIX A painting. existing moveable bridge. The four-lane, seven-span, two-leaf bascule bridge spans the Intracoastal Waterway. Major repairs Hart Bridge Repair Project, Jacksonville, Florida. included; replacement of the bascule structural steel and grating, Superintendent on this project that involved repairs to the widening of the bridge and approach sidewalks, replacement existing .75 mile long steel truss bridge, 130 feet above the St of electrical controls, restoration of operating machinery, John’s River. The four-lane bridge serves as a major artery for modification of the control house interior, replacement of the access to the Jacksonville downtown core. Repairs included fender system, restoration of the approach slopes, installation of installation of fiberglass-reinforced handrail, structural steel steel bridge joints, removal of structural steel lead based paint and ladders and platforms, upper and lower truss structural steel cleaning and coating of bridge structural steel and concrete. repairs and bronze bearing pad replacement. The majority of

7 these repairs entailed nighttime bridge closures incorporating North Bridge Bascule Restoration Project, Ft. Pierce, Florida. crash trucks, dragnets and off duty officers. Superintendent. This rehabilitation project included: mechanical, electrical, structural, concrete, and roadway widening work. R

s e m u s e Other Key Movables: Parker and Atlantic Bascule Bridge CM@Risk, Ft. Lauderdale, 79th Street Bridges Repair Project, Miami, Florida. Florida. Superintendent providing constructability and design Superintendent on this project involving repairs to two existing review, costing, scheduling and construction planning. PCL moveable bridges located 2 miles apart on 79th Street. The was recently awarded this project and has negotiated a GMP western bridge is a six-lane, fourteen-span bridge with 35 meters and are commencing the construction phase. between the bascule and rest piers. The east-bridge is a six-lane seventeen-span bridge with 27 meters between the bascule PGA Boulevard Bascule Bridge Rehabilitation Project, West Palm and rest piers. The bridges provide access over the Intracoastal Beach, Florida. Superintendent. The project includes two existing Waterway between Miami, the town of North Bay Village and three lane bridge structures that are side by side. The westbound Miami Beach. Work entailed; replacement of structural steel and bridge is receiving minor structural modifications and repairs, while grating, installation of new bridge electrical controls, removal of the eastbound bridge will be systematically demolished down to lead containing paint, removal of asbestos containing floor and water level and reconstructed. The demolition will consist of both roof tile, restoration of bridge tender control houses, restoration eastbound bascule leaves, flanking spans and bascule piers. of piling and concrete structures and the addition of a cast-in- place bridge concrete barrier for pedestrian safety. Mathers Swing Bridge, Melbourne/Cocoa, Florida. Superintendent for this 700 ft., low level bridge with a 202’ Moveable Bridge Repairs: swing span length. Project includes widening the entire deck to  Commercial Boulevard, Ft. Lauderdale, FL the north 2’ and removing the entire steel swing span, concrete  Hillsborough Boulevard, Lighthouse Point, FL pivot pier and timber piling, and replacing with a 24” concrete  Welch Causeway Bridge, Madeira Beach, FL piling, a new pivot pier, new machinery and a new steel span.  Indian Rocks Bridge, Indian Rocks, FL The scope of work includes:  Linton Boulevard Bridge, Delray Beach, FL  Deck widening  Oakland Park Blvd. Bridge, Ft. Lauderdale, FL  Demolition of barrier and curb  Lake Worth Bridge, Lake Worth, FL  Replacement of barrier, curb & aluminum rail  Hillsboro Inlet Bridge, Deerfield Beach, FL  Renovation of the control house  Andrews Avenue Bridge, Ft. Lauderdale, FL  Widening of the swing span rest bents  Old Roosevelt Bridge, Stuart, Florida  Miscellaneous changes to gates, overhead signs, etc. South Port Project, Fort Lauderdale, Florida. Structural Iron State Road 84 Bridge Repair Project, Ft. Lauderdale, Florida. Worker/Welder with responsibilities that included: welding Superintendent on this project which involved repairs to of fourteen-inch battered steel H-pile splices and caps for the existing moveable bridge located on State Road 84. The construction of port facility; fabrication of all lifting and four-lane, five-span bridge. Repairs included; replacement connection point requirements. of the bascule structural steel and grating, widening of the bridge and approach sidewalks, replacement of electrical I-95 & S.R. 84 Interchange, Fort Lauderdale, Florida. controls, restoration of operating machinery, frames and gears, Structural Iron Worker/Welder. Completed complex steel modifications to the control house interior, replacement of the interchange project as structural iron worker fender system, restoration of the approach slopes and resurfacing and welder. Utilized one-inch welding certification with welds of the concrete decks. being ultrasonically tested. Set line and level with survey equipment.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX A Andre Tousignant Project Engineer PCL Civil Constructors, Inc.

Years of Experience: 4 8 Education: B.S. / Civil Engineering / University of Florida R / 2005 s e m u s e

Expertise: Mr. Tousignant has been involved with several different aspects of projects requiring a variety of skills. His experience encompasses a variety of responsibilities to include initiating subcontracts/purchase orders, submittal preparation and tracking, correspondence and communication with Owners, coordinating subcontractors and establishing / maintaining the project schedule. Andre’s attention to detail and coordinating skills have played a critical role in the successful progress of the projects he has been involved.

Key Projects: Gilmerton Bascule Bridge Replacement , Chesapeake, Virginia. Project Engineer for this ift bridge spanning the Elizabeth River navigable channel. Includes the removal of an existing bascule bridge and complete replacement with a vertical lift bridge. In addition, the project includes phased construction of 18 approach spans to the lift structure.

Ben Sawyer Swing Bridge, Charleston, South Carolina. Field Engineer for this Design/Build project that consists of demolition and reconstruction of the 1,154’ bridge superstructure. The new approach spans will be constructed on temporary bents and moved into position during a seven day closure period. The new 245’ swing span will be floated into position during the same seven day closure.

I-4 Interchange @ SR-408 (E/W Expressway), Orlando, Florida. Field Engineer on this $118M urban interchange and downtown reconstruction project that included the construction of two ramp bridges connecting SR-408 and I-4, construction of new on and off ramp bridges for I-4, widening of 5 existing bridges on I-4 and the widening of I-4 and local , including decorative features, temporary and permanent sheet pile walls, retaining walls, MSE walls, drainage and asphalt paving.

Walt Disney World Facility Asset Management, Orlando, Florida. Intern. Assisted project managers in all phases of various construction and rehabilitation projects at the theme park. Communicated and resolved project issues with clients and other employees. Provided project administration and support, including financial tracking via SAP.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX A and sidewalks, bascule steel rehabilitation and repainting of the bridge after removal of existing Chris Johnson lead base coatings. Project Superintendent Mathers Swing Bridge, Melbourne/Cocoa, Florida. PCL Civil Constructors, Inc. Superintendent for this 700 ft., low level bridge with a 202’ swing span length. Project includes widening the entire deck to the north 2’ and Years of Experience: 7 removing the entire steel swing span, concrete pivot pier and timber piling, and replacing with a 24” concrete piling, a new pivot pier, new

9 Expertise: machinery and a new steel span. The scope of Mr. Johnson brings more than 7 years of construction experience to the PCL work included: Team. His experience includes various types of bridge construction, post-

R  Deck widening

s e m u s e tensioning, grouting, and drill shaft operations. Mr. Johnson has directed  Demolition of barrier and curb activities from sheet pile installation to deck placement. He has prepared change  Replacement of barrier, curb & aluminum orders, RFI’s, as well as monitored and implemented safety measures. rail  Renovation of the control house Key Projects:  Widening of the swing span rest bents I-75/SR-93A at CR-581 Bruce B Downs Blvd Interchange, Tampa, Florida.  Miscellaneous changes to gates, overhead Project Superintendent. This $39M project for FDOT, District 7, includes signs, etc. roadway improvements and bridge construction for an existing interchange at I-75 and Bruce B. Downs Boulevard. The project will widen southbound I-75 Replacement of Existing Secondary Clarifier from Bruce B. Downs to the Hillsborough River and includes a steel tub girder Equipment at the Richard A. Heyman flyover bridge for southwest Bruce B. Downs Boulevard to I-75 southbound, Environmental Protection Facility, Key West, FL. as well as ramp modifications, etc. Superintendent for this project that included the removal of two each existing secondary SR-10A Mathews Bridge Rehabilitation, Jacksonville, Florida. Project clarifiers and installation of 2 each new stainless Superintendent. The Mathews Bridge Deck Replacement Project involves the steel secondary clarifiers. The plant remained replacement of the 810’-0” channel span grating deck. A new grating system will operational throughout the duration of the be installed and concrete will be placed within the grating. Also included is the project. Also included was all the necessary replacing of stringers / diaphrams, repairing floor beams, truss strengthening / electrical/control modifications and cleaning of rivot replacement, and steel painting. The project schedule is 9 months, which existing clarifier basins/tanks. includes a 90-day shutdown. SR-5/Overseas Highway. Project Superintendent PGA Boulevard Bascule Bridge Rehabilitation, West Palm Beach, Florida. for this project that included deck joint repairs, Superintendent on this $16.9M project that included two existing three lane tendon shrink wrap, tendon replacement (optional) bridge structures that are side by side. The westbound bridge received minor and pourback coating. structural modifications and repairs, while the eastbound bridge was systematically demolished down to water level and reconstructed. The demolition consisted of both eastbound bascule leaves, flanking spans and bascule piers.

14th Street ICWW Bascule Bridge Rehab (Design/Build), Broward County, FL. Superintendent on this project with a scope of work that included improvements to the movable span, mechanical and electrical equipment, upgrades to bridge typical section, control house repair and bridge end treatment replacements.

Hollywood Bascule Bridge Rehabilitation, Ft. Lauderdale, FL. Superintendent on this bridge project that included major work items such as: refurbishment of bridge hydraulics, replacement of bridge electrical and controls, construction of a new architectural control house, refurbishment and upgrades to the existing control house, architectural concrete work to the approach barriers, railing

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F of road paving. The 243,100 gross SF parking Bruce Macaulay structure consists of reinforced concrete, glass,

APPENDIX A CMU, aluminum wall grilles, and is being built Concrete Superintendent on a sloping site. PCL Construction Services, Inc. Auburn Sound Transit Pedestrian Bridge, Auburn, WA Years of Experience: 27 Superintendent A $3 million, 602 car parking garage constructed Education: with composite system (precast columns and Construction Safety Officer beams and cast-in-plave post-tensioned slabs). Foundations are driven grout piles. Facility

10 Industrial First Aid, Current Level 3 Construction Safety Courses, WHMIS, includes two elevators, sitework and 14,000sf of Confined Space Entry, Rescue Courses, PCL shell retail space.

R Management Safety Courses/Seminars. s e m u s e B.C.I.T. P.V.I. Carpentry (Apprenticeship) Kent Sound Transit Pedestrian Bridge, Kent, Licensed Provincial Ticket WA P.V.I. Pre-apprenticeship Course for Carpentry and Joinery Superintendent A 3.5 million dollar The project includes construction of a 255-foot long pedestrian bridge Expertise: that connects a parking garage (by PCL) to the Mr. Macaulay has twenty-five years experience in the construction industry existing Kent Commuter Rail Station patron with many years of that time in supervisory positions on a variety of different loading platforms. The bridge includes 2 stair building projects. Bruce filled the position of a general foreman early in his towers and 2 elevator towers . Construction of the career for a general contractor with responsibilities which included working bridge, stair towers and elevator towers is exposed with most aspects of building construction, dealing with subtrades, engineers and painted steel along with finish surfaces of and architects, extensive amount of concrete work, surveying and layout and wire mesh panels, perforated aluminum panels, being a first aid attendant. and corrugated metal panels. The elevators include glazing on three sides for safety purposes. Key Projects: The piers supporting the bridge are concrete. Foundations for the bridge piers, stair and elevator VA Nursing Home and Dietetics Kitchen towers are auger cast piles with a concrete pile Superintendent cap. An 80,000 sf nursing care facility that will house approximately 83 nursing beds

along with a dietetics kitchen. There will also be demolition of the existing Kent Sound Transit Parking Garage, Kent, WA Building 2. this facility is a structural steel building with a parking lot and Superintendent landscaping. A 9.7 million dollar, 852-car parking garage. The structure is a composite system incorporating Central Link Light Rail, Seattle, Washington. Substructure Superintendent precast columns and beams with cast-in-place on this $270M project that consists primarily of an elevated guideway, post-tensioned slabs. approximately five miles in length. The structure is a precast segmental design consisting of 198 spans. Construction methods use two different procedures IDX Tower at Fourth and Madison, Seattle,WA for erection of segments; span-by-span and balanced cantilevers. There are Value: $107 million 164 spans constructed utilizing the span-by-span technique using either an Superintendent overhead erection gantry or falsework. There are 18 spans being constructed using a balanced cantilever configuration. Typical spans are 120’ in length and Ellington Condominums, Seattle, WA balanced cantilever spans vary from 142’ to 350’. There is a total of 2,457 Value: $32 million segments. Assistant Superintendent

Ko Olina Beach Club Timeshare Resort, Kapolei, HI Electronic Arts Headquarters Building Value: $56 million Value: $41 million Superintendent Assistant Superintendent

Bellevue Community College Parking Garage, Bellevue, WA Qualicum Bridge, Qualicum, BC Canada Superintendent - A $9 million, four-story, 720-stall parking structure, a Value: $6.2 million multi-use transit waiting area structure, sidewalks, landscaping and ¼ mile Superintendent Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX A Paul M. Skelton, PE Principal-in-Charge Years with H&H, 25. Other firms, 0.

Project Experience: Paul joined Hardesty & Hanover in 1985 after obtaining his Mechanical Engineering degree at the State University of New York at Stony Brook. His focus as a young engineer was on the structural, mechanical and electrical concepts of movable bridge engineering. He was promoted to Associate and was put in charge of the Mechanical and Electrical Engineering Department in 1991. Serving as a Partner since 1999, Mr. Skelton is dedicated to the maintenance and continued growth of Hardesty & Hanover’s position as the most experienced, knowledgeable, and versatile movable bridge engineering firm in United States. During his 23

11 years at Hardesty & Hanover, Mr. Skelton has been involved in the study, new design, rehabilitation, and/or inspection of more than 150 movable bridges and other heavy movable structures in the US, Australia, Europe and Asia.. His projects include swing, bascule, and vertical lift bridges, as well as stadium roofs, ferry bridges R

s e m u s e and other special structures in 22 states, Canada, Australia, France, Ireland, China, Turkey, Brazil and New Zealand. Because of his extensive technical experience with movable bridges, Paul is considered an expert in the complexities and coordination requirements for the structural-mechanical-electrical interfaces of movable structure work. Mr. Skelton is the Chairman of the American Railway Engineering & Maintenance of Way Association’s (AREMA) Steel Structures Committee and is past Movable Bridge sub-committee chairman. He has authored movable bridge maintenance manuals as well as technical articles in several trade publications. Mr. Skelton is a licensed professional engineer in 19 states. He is also a member of IBTTA, ARTBA, ASCE, SAME and past Machinery/Mechanisms Committee Chairman of Heavy Movable Structures, Inc.

Related Experience: Pont Mobile Bacalan-Bastide, Bordeaux, France - Design-Build project for the Pont Bacalan-Bastide Bridge over the Garonne River in Bordeaux, France. The proposed bridge is a vertical lift bridge with a span length of approximately 117 m and an out-to-out width of approximately 43 m with a design lift height of 50 m. Scope includes design and field construction support for the bridge operation and control machinery as well as overall coordination of the bridge mechanisms with the fixed portions of the structure. Partner-in-Charge

Port Adelaide River, Port Adelaide, South Australia. Bascule bridge design for a South Australian Design- Build project. Designed a new, 190-foot-long, four-lane, single-leaf, highway bascule bridge, and a new, 201- foot-long, single-track, single-leaf, railway bascule bridge. Final design began in 2006. Construction completed in 2008. Partner-in-Charge.

MDSHA Movable Bridge On-call for 1999, Maryland. Fee contract for on-call inspection, evaluation, and rating of movable bridges. Provided structural, mechanical, electrical expertise for rehabilitation design. Included $2.5 million Benedict Bridge Design/Build project: total design and construction support services for rehabilitation of center pivot swing span’s structural, mechanical, and electrical systems. Chief Mechanical Engineer responsible for mechanical repair recommendations.

Woodrow Wilson Bridge New Bascule Design, Washington DC – Parsons Transportation Group Inc. Construction support and value engineering phase for this $181 million bascule design project – part of the 7.5- mile-long, $2.5 billion, Capital Beltway Interchange Project that connects MD and VA. Project work includes the complete design of the movable span superstructure, the trunnion towers, and the mechanical and electrical systems. Mechanical Project Engineer.

Route 7 Vertical Lift Bridge over , Kearny, – NJDOT. $30 million bridge replacement. A new, 125-foot-long, 73-foot-wide tower driven vertical lift replaced a single-leaf, Strauss heel trunnion bascule. Provided preliminary and final design; approach roadways; feasibility studies; structural, mechanical, and electrical design; highway design; and seismic, scour, and historic alternative analyses. Used

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Paul M. Skelton, PE 2 APPENDIX A LRFD, metalizing, and silica fume concrete in the deck gratings to maximize design life and minimize life cycle costs. Project Engineer responsible for mechanical design team.

Tomlinson Bridge over Quinnipiac River, New Haven, CT – ConnDOT. $125 million replacement of a double-leaf bascule with a new 270-foot-long, 200HP tower drive, vertical-lift combination railroad/highway structure. Award-winning bridge is the heaviest movable span in the Northeast, moving 13 million pounds at each opening, providing a 240-foot-wide channel, and a 22-foot railroad right-of-way. Project Engineer responsible for lifting machinery, counterweight ropes, and locks design.

Spuyten Duyvil Bridge Emergency Jacking, New York, NY – Amtrak. Emergency restoration design for a 12 railroad bridge displaced from errant navigation. Provided temporary and permanent structural, mechanical, electrical repairs. Jacked the 750-ton swing span, in vertical and horizontal directions properly reseating it on

R its structural-mechanical turntable. Partner-in-Charge. s e m u s e Marine Parkway Elevator Rehabilitation, Brooklyn-Queens, NY – MTA Bridges and . Fee contract for comprehensive construction management and inspection services for the north and south tower elevator rehabilitation. Includes supervision, inspection, and testing required to administer/manage the project for the 3960-foot-long bridge having a 540-ft, vertical-lift main span. Partner-in-Charge.

Hamilton Avenue Bascules, Brooklyn, NY – NYCDOT. $45 million movable bridge reconstruction of Hamilton Avenue’s two, skewed, single-leaf bascule spans over the Gowanus Canal. Superstructure replacement included widening of roadway on movable span. Included substructure repairs and replacement of mechanical, electrical, and pier protection systems. Mechanical Engineer.

Bronx-Whitestone Travelers Design, New York, NY – TBTA. $12 million replacement design project for four, new traveling inspection platforms on the bridge. Includes a feasibility study, final design, and construction support services. Main suspended span is 2300 feet long, with two, 735-ft side spans, and 2800 feet of approach roadway. Towers rise 370 feet above the East River. Involves mechanical and electrical system replacement design. Partner-in-Charge.

Fore River Bridge, Quincy-Weymouth, MA – Massachusetts Highway Department. $80 million rehabilitation of a historic, 2500-foot-long bridge with a 250-foot-long, four-leaf, rolling-lift bascule. Provided replacement design for trusses, floor system, roadway deck, counterweights, segmental girders, and supporting track. Performed new design for main drive, lock machinery, and electrical systems and temporary movable bridge design. Mechanical Engineer.

Five Movables for New York City - CSS, New York – NYCDOT. $11 million rehabilitation included structural details and elevator replacement for Broadway and Roosevelt Island vertical lifts; machinery and electrical control system work for Hamilton, Unionport, and Willis; and counterweight rope removal and tensioning procedures for Broadway. Provided construction support services. Project Manager.

Route 1 & 9T Bridge over , Jersey City, NJ for NJDOT. $2 million rehabilitation design for existing tower-drive of an original H&H 1949 design. Electrical, mechanical, and architectural design for a 232-ft, through truss vertical lift span. Included service elevator rehabilitation, asbestos abatement, and construction support services. Project Manager responsible for mechanical design.

Registration Professional Engineer: NY, NJ, TX, CA, MI, IL, ME, OH, MS, AL, CT, VA, MN, OR, DE, MD, IN, WA, NH, GA, FL, LA, DC, AZ and NCEES Education: BE 1985 State University of New York at Stony Brook

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Frank M. Marzella, PE APPENDIX A Design Project Manager/Mechanical Engineer Years with H&H, 11. Other firms, 11.

Project Experience: Senior Mechanical Engineer/Project Manager at Hardesty & Hanover, Frank Marzella is responsible for mechanical engineering management—from design and inspection to project coordination—for movable bridges and other special structures. Mr. Marzella, with over 150 movable bridge projects in his portfolio, has broad experience with bascules, vertical lifts, swings, and floating movable bridge configurations. Frank Marzella’s areas of expertise comprise gear train design, hydraulic system design, project management, and project coordination on large multi-disciplinary projects. His numerous movable projects include inspection, rehabilitation design, and design for new construction with experience in extensive construction support 13 engineering, contractor claims review, design/build, and value engineering.

R Movable Bridge Projects:

s e m u s e Hood Canal Bridge Retrofit and East Half Replacement Construction Support Services, Kitsap and Jefferson Counties, WA Washington State Department of Transportation – providing construction support services to the Washington State Department of Transportation for the replacement/rehabilitation of the Hood Canal floating bridge, including but not limited to, attending meetings, reviewing shop drawings and contractor submittals, reviewing Requests for Information, change order review, onsite inspection, equipment shop testing, and equipment field testing. Construction Support Engineer.

Murray Morgan Lift Bridge Counterweight Rope Replacement, Tacoma, WA – Washington State Department of Transportation - Design task to develop complex temporary supports for the vertical lift span and counterweights to facilitate replacement of all 64 counterweight ropes. Construction support services included. Project Manager/ Mechanical Engineer

Simpson Avenue Bridge 101/125W Rehabilitation, Hoquiam WA - Washington State Department of Transportation - Developed Plans, Specifications, and Estimates for the Washington State Department of Transportation for the structural upgrades, electrical system and mechanical system replacement for the Simpson Avenue South Bridge. Project Manager.

1st Avenue South Movable Bridge Rehabilitation, Seattle WA – Washington State DOT – Retrofit of the operating system. The existing system was modified to utilize proportional directional and pressure relief valves as well as proportional throttle valves for counterbalance function. An off line filtering system was also added as well as modifications to the bridge controls. Project Manager.

Pont Mobile Bacalan-Bastide, Bordeaux, France - Design-Build project for the Pont Bacalan-Bastide Bridge over the Garonne River in Bordeaux, France. The proposed bridge is a vertical lift bridge with a span length of approximately 117 m and an out-to-out width of approximately 43 m with a design lift height of 50 m. Scope includes design and field construction support for the bridge operation and control machinery as well as overall coordination of the bridge mechanisms with the fixed portions of the structure.. Mechanical Design Engineer.

Roosevelt Island & Hamilton Ave Bridges, Queens & Brooklyn, NY – New York City DOT. $27 million movable bridge rehabilitation including superstructure and substructure repairs, seismic evaluation and retrofit, mechanical and electrical system replacement; and pier protection system replacement. Roosevelt is a vertical lift bridge carrying 2 lanes of traffic over the East River. Hamilton, a skewed bascule bridge, spans the Gowanus Canal. Project Manager responsible for design services.

Port Adelaide River, Port Adelaide, South Australia. Bascule bridge design for a South Australian Design- Build project. Designed a new, 190-foot-long, four-lane, single-leaf, highway bascule bridge, and a new, 201-

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Frank M. Marzella, PE 2 APPENDIX A foot-long, single-track, single-leaf, railway bascule bridge. Final design to begin 2005. Construction to be completed by 2007. Mechanical Design Engineer.

Wantagh Parkway at Goose Creek, Long Island, NY – New York State DOT. $81 million project began as an emergency inspection and resulted in a complete design for a new, 93-ft, four leaf, open back pier bascule. Mechanical and electrical systems designed. Deep pier scour provisions and site-specific analysis included. Responsible for QA/QC, design plan review, and overall project coordination.

Metropolitan Avenue Bascule Bridge, Brooklyn, NY – New York City DOT. $22 million mechanical/electrical rehabilitation for a double leaf bascule. Mechanical Engineer responsible for

14 providing mechanical design for mechanical/electrical system replacement.

Ebey Slough Bridge Operation, Inspection and Maintenance Manual Preparation, Marysville WA - R Washington State Department of Transportation - Providing inspection services and manual preparation s e m u s e services to the Washington State Department of Transportation in order to complete a manual for the bridge. The final manual included step-by-step operation of the movable bridges, a verbal description of all equipment on the bridge for inspection purposes, and the maintenance of the mechanical and electrical equipment. Project Manager.

Woodrow Wilson Bridge Rehabilitation, Washington DC – Virginia DOT. $6.9 million project for this 5,800-ft crossing of navigable portion of Potomac River . Included design; grating replacement; superstructure replacement of trunnion bascule span; mechanical/electrical; repairs for structural fatigue details; and construction support services. Mechanical Engineer responsible for mechanical system work.

Carlton Bridge over the Kennebec River, Bath-Woolwich, ME - Maine DOT. $100 inspection and replacement of a vertical lift originally designed by predecessor firm. Horizontal clearance, 234ft; vertical clearance, 135ft raised, 65ft closed. New 13-span, high-level fixed bridge; total length, 3,000ft; main span, 300ft. Nested railway. Mechanical Engineer responsible for mechanical system work.

Tomlinson Bridge over Quinnipiac River, New Haven, CT – Connecticut DOT. $125 million replacement of a 4-leaf bascule with a new 270-ft long, 200HP tower drive, vertical lift combination railroad/highway structure. Award winning bridge provides a 240-ft wide channel and a 22-ft railroad right- of-way. Mechanical Engineer responsible for preliminary design of lift machinery and counterweight ropes.

Washington State On-Call Contract for 1998-2001 – Washington State DOT. $1.5 million, 3-year, on-call statewide inspection contract for movable bridges. Provided engineering services for all structural, mechanical, and electrical systems. Project Manager responsible for mechanical/electrical inspection and design, bridge wire rope inspection, and construction services.

Third Ave Swing over the Harlem River, New York, NY – New York City DOT. $119 million bridge replacement project includes a 359-ft swing span, 17 approach spans, (total project length, 3,500ft). In-depth inspection; load rating analysis; traffic studies; seismic evaluation and analysis; a Bridge Reconstruction Project Report; structural/mechanical/electrical design. Mechanical Engineer responsible for construction support engineering.

Registration: Professional Engineer: WA, NY

Education: BEME 1988 State University of New York at Stony Brook

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Timothy J. Noles, PE APPENDIX A Design QA/QC Manager Years with H&H, 26, other firms, 0

Project Experience: Partner in Charge and Engineer of Record responsible for H&H Florida Office since 1996. Structural Engineer with H&H since June 1984. Promoted to Associate with Hardesty & Hanover in 1995, Principal Associate in 2003, and Partner in 2004. Project Manager/Project Engineer/Design Engineer/ Inspection Engineer responsible for the design, inspection, and preparation of plans, specifications and estimates for major fixed and movable bridges since 1984.

15 Related Experience: Ben Sawyer Bridge (SC 703) over the ICWW, Charleston, SC – SCDOT. Principal in charge of design/build

R contract with PCL Constructors to replace the superstructure of the existing bridge on the existing concrete

s e m u s e substructure. The bridge consists of 12 steel plate girder non-redundant approach spans and a 245 ft through truss swing span. Project also included seismic analysis of the bridge and providing isolation bearings for the new approach span superstructure. The pivot bearing was also designed for seismic forces. Design improvements include a wider roadway to provide bicycle lanes, wider sidewalks, bridge railing improvements, enlarged control house, hurricane tie downs, modernized operating machinery and electrical system. The new bridge matches the appearance of the existing bridge as per the request of the local community. Replacement of the bridge required the new superstructure to be placed on the existing substructure in a 7 day closure period.

14th Street Bridge over ICWW, Pompano Beach, FL - FDOT District IV. Principal responsible for $5 Million design/build rehabilitation of Hopkins trunnion double leaf bascule span bridge with PCL Constructors, Inc. Project included hydraulic machinery retrofit; electrical system improvements, control house modifications and bascule span floor system replacement.

SR 822/Sheridan Street over ICWW, Hollywood, FL - FDOT District IV. $2.5 Million design/build rehabilitation project with PCL constructors Inc. Work included replacement of hydraulic operating machinery, bascule pier and count weight modification, and miscellaneous structural steel repairs for this double leaf Hopkins trunnion bascule span bridge. Project Manager in charge of design team.

Riverview Boulevard over East and West Warner Bayou, Bradenton, FL - Manatee County Public Works. $3Million design/build reconstruction project involved replacing two steel bridges (single span and two span) with new concrete rigid span bridges. Included roadway and drainage improvements between bridges. Provided final construction plans, demolition engineering, utility relocation, and storm drainage for this 1,285-ft long project. Project Manager responsible for design and development of contract plans and liaison with contractor.

Woodrow Wilson Memorial (I-95) Bridge Rehabilitation, Washington, D.C. – FHWA. Rehabilitation of a 6000-foot long bridge with a 226-foot-long bascule span over the Potomac River. Provided design and construction inspection, which included all aspects of specialty shop inspection for mechanical and electrical design. Work included replacement/upgrading of shear lock system; structural, mechanical, and electrical repairs; roadway resurfacing; structural steel and concrete repairs; installation of scour monitoring devices, and modifications to the trunnion bearings. Project Engineer responsible for addition of forward live load bearings, live load anchorage, counterweight modifications, and lock bar replacement and post design services for this twin 226' double-leaf bascule span and its approaches.

Tomlinson Bridge (US 1) over Quinnipiac River, New Haven, CT – CTDOT. $120 Million replacement of a double-leaf bascule with a new 270-foot-long, vertical lift span combination railroad/highway bridge. Lift span, the heaviest designed by H&H, weighs over 6.5 million pounds and is powered by two, 100HP motors (one in each tower). Project Engineer responsible for preliminary study thru final design. Preliminary study consisted of field inspection of original bridge, report containing condition, structural load ratings and replacement (fixed and movable) alternatives and recommendations. Responsible for final design of new vertical lift span bridge for the widened navigation channel.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Timothy J. Noles, PE 2

APPENDIX A Parker Bridge (US 1) over ICWW, North Palm Beach, FL - FDOT District IV. Principal in charge of construction management @ risk project delivery. Project included in-depth inspection, condition report with load ratings and rehabilitation recommendations. The Project also includes preparation of structural, architectural, mechanical, and electrical plans to rehabilitate this Hopkins trunnion twin double leaf bascule span bridge. The estimated $8 million rehabilitation includes hydraulic machinery retrofit, electrical system improvements, control house modifications, bridge widening, roadway and embankment improvements

17th Ave Bridge over Miami River, Miami, FL - Miami-Dade County Public Works Dept. Principal in charge of $9 million rehabilitation of a simple trunnion double leaf bascule span constructed in 1924. Project required new bascule span floorsystem, and bridge railing to meet LRFD requirements. Project also included removal of open 16 gearing operating system and replace with hydraulic gear motor and new relay logic electrical control system.

R SR 7/NW 5th Street Bascule Bridge over Miami River, Miami, FL - FDOT District VI. Principal-In charge s e m u s e of the replacement design of $50 Million 180 ft. double leaf simple trunnion bascule span bridge using the appearance of a deck truss Chicago style trunnion bascule span to fit in with the historic and aesthetic character of the little havana community of Miami. Project also includes control tower, approach roadways and greenway river walk design.

SR 786/PGA Boulevard over ICWW, Palm Beach Gardens, FL - FDOT District IV. Project Manager in charge of $15 Million multiphase construction project which included in-depth inspection, condition report with load ratings and recommendations, preparation of structural, mechanical and electrical rehabilitation, and bascule span replacement plans for this four leaf bascule span bridge. Project design utilized existing bascule pier foundations and approach span structure to minimize construction costs. Design required multi phase construction to maintain traffic.

SR 820/Hollywood Boulevard over ICWW, Hollywood, FL - FDOT District IV. $10 Million rehabilitation which included architectural and aesthetic improvements to the bascule span bridge. Project Manager in charge of in-depth inspection, condition report with load ratings and recommendations and preparation of structural, architectural, mechanical, and electrical plans to rehabilitate this Hopkins trunnion double leaf bascule span bridge and new control house construction on the existing bascule pier.

Broward County Bridges over New River, Ft. Lauderdale, FL - Broward County Department of Public Works. Inspection and rehabilitation project. Includes minor structural repairs and painting of three movable bridges (3rd Ave, 7th Ave and Andrews Ave) and mechanical rehabilitation of drive machinery in two, double-leaf rolling lift span bridges. Strain gage testing and balance calculations provided on 3rd Avenue bridge. Project Manager responsible for inspection report, rehabilitation and construction inspection of structural and machinery repairs for two rolling lift span bridges.

Blackburn Point Bridge over Gulf ICWW, Nokoomis, FL - FDOT District I. Bridge rehabilitation/ replacement study for a historic, 140-ft, center pivot-type, warren pony truss swing. Provided in-depth inspection of structural, mechanical, and electrical systems. Project Manager responsible for feasibility study to replace or rehabilitate a historic pony truss swing bridge in an environmentally sensitive area. Local Community and US Coast Guard involvement. Study investigated swing and bascule alternatives.

Registration: Professional Engineer - FL (49891), NY (66555), NJ (33983), AL (24929), GA (27709), KY (23236), NC (30581), LA (31675), CT (24128), SC (26101) MI (6201054782) Education: B.S.C.E. University of Tennessee - 1984

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX A Peter Roody, PE Engineering Manager Years with H&H, 28. Other firms, 0.

Project Experience: Peter Roody, Project Manager and Structural Engineer at Hardesty & Hanover since 1982, is responsible for designs, investigations, and construction support services for major engineering projects. A multinational project manager, Mr. Roody’s experience includes fixed and movable bridge projects and special structures including cranes, movable roofs, movable inspection platforms, and various heavy movable structure types.

17 Related Experience: Port River Expressway over the Port Adelaide River, Adelaide, Australia. Bridge design project involved two, single-leaf bascule bridges. Each structure is 150 feet long, trunnion-to-toe, and longer in length than R

s e m u s e the usual bascule leaf designed by H&H. One bridge is a new rail structure with a single-leaf bascule, and the other, also a single-leaf, is a new highway bridge with toll facilities. Project Manager.

Bordeaux Vertical-Lift Bridge over the Garonna River, Bordeaux, France. Design/build project for a new movable bridge. H&H work includes mechanical and electrical system engineering, coordination of contractors, and final pricing. The final design documents were completed and delivered in December 2008. Construction is currently in progress and is expected to be completed in 2010. QA/QC.

Murray Morgan Lift Bridge Counterweight Rope Replacement, Tacoma, WA – Washington State Department of Transportation - Design task to develop complex temporary supports for the vertical lift span and counterweights to facilitate replacement of all 64 counterweight ropes. Construction support services included. Project Structural Engineer

Houghton-Hancock Vertical-Lift Bridge over Portage Lake, Hancock, Michigan - MDOT. $4.2 million in-house structural, mechanical, architectural rehabilitation of a 270-foot-long, double-deck, vertical-lift. Included deck resurfacing and replacement, superstructure and substructure repairs, railing repairs, and complete replacement of electrical and hydraulic systems. Elevators rehabilitated. Construction support services provided. Project Manager.

Hawthorne Vertical-Lift Bridge over the Willamette River, Portland, Oregon - Multnomah County Transportation Division (Bridge Section). Fee contract for emergency mechanical engineering investigation due to rusting/staining from the main counterweight sheave bearings of this vertical-lift bridge. Developed inspection program for the County. Lead Structural Engineer.

Memorial Vertical-Lift Bridge over Piscataqua River, Portsmouth, New Hampshire – NHDOT. Fee contract for in-depth mechanical inspection of a 300-foot-long, vertical-lift bridge. Involved investigation of the counterweight sheave trunnions and mechanical systems. Included design calculations for motor size, entailed figuring weight of bridge, bending tension in counterweight ropes, wind loads, weight of counterweight ropes, inspection report, and rehabilitation recommendations. Lead Structural Engineer.

Calumet River Vertical-Lift Bridge, Chicago, Illinois - Conrail. $3.87 million rehabilitation design for replacement of the lift span machinery and electrical components of a historic, 210-ft skewed vertical-lift. Original H&H design required a new operating rope system. Mechanical and electrical system design included new flux vector drives, PLC system, and operating machinery completed in three months. Included a new control house and support structure, bearing repairs, and access. Lead Structural Engineer.

Route 7 Vertical Lift Bridge over the Passaic River, New Jersey – NJDOT - $30 million bridge replacement. A new, 125-foot-long, 73-foot-wide, tower-driven vertical lift replaced a single-leaf, Strauss heel trunnion bascule. Provided preliminary and final design; feasibility studies; structural, mechanical, and

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Peter Roody, PE 2 APPENDIX A electrical design; highway design; and seismic, scour, and historic alternative analyses. Structural Engineer. Responsibilities included preparation of the Bridge Replacement Study Report and preliminary design of the recommended vertical-lift bridge replacement.

Route 175 Bascule Bridge over Chincoteague Channel, Accomack County, Virginia – VDOT. $45 million bridge replacement design project includes studies, preliminary and final design services, and construction support services. Involves a new low-profile, 729-ft, concrete prestressed girder fixed bridge (Black Narrows) and a new 4035-ft, single-leaf bascule bridge (Chincoteague). Included public hearings, navigational study, and environmental issues. Project Manager for the design of the bascule bridge. 18 Carlton Vertical-Lift Bridge over the Kennebec River, Bath, Maine - MDOT. $100 million project

R included inspection and preliminary design for repair and study for replacement of a combined s e m u s e highway/railroad bridge. Involved mechanical, electrical, and structural systems of this 2700-ft river crossing. Bridge included a 234-ft rail and highway vertical-lift span that provided a 130-ft vertical navigation clearance. A capacity study led to H&H performing alternate designs for bridge replacement - a vertical-lift with the rail portion nested and a high-level fixed. Structural Engineer responsible for investigation and repair of a cracked counterweight sheave trunnion shaft. Repair of the trunnions involved in-place machining and shot peening of the fatigue prone transition fillets.

Niantic River Railroad Bridge Final Design, Connecticut – Amtrak. $50 million off line replacement of electrified railroad bridge and approaches. Includes design for two-track, single-leaf trunnion bascule. Total bridge length, 375 feet. West approach, 65 feet and east approach, 130 feet. Includes structural, mechanical, and electrical design; environmental permitting; geotechnical analysis and design; and demolition and construction sequencing. Project Structural Engineer.

Dock Vertical-Lift Bridge, Newark, New Jersey – Amtrak. Fee contract for bridge inspection and operational evaluation of an original H&H vertical-lift built in 1935 and listed on National Register of Historic Places. Comprises two bridges carrying four railroad tracks. Project Manager for an investigation of main counterweight sheave trunnions.

US Route 1, Mystic River Brown Bascule, Mystic, Connecticut – ConnDOT. $6 million rehabilitation included mechanical and electrical services for a historic bridge - an overhead counterweight with several unique bascule, counterweight and drive linkages. Provided a study, assessment, and recommendations for rehabilitation and maintenance. Project Structural Engineer.

Woodrow Wilson Bridge Rehabilitation on the Capital Beltway, Washington DC - FHWA. $1.4 million rehabilitation project for this 6000-foot long bridge over the Potomac River. Work included an in-depth study of the operational problems on the 226-foot-long, double-leaf bascule span, and design for structural, mechanical, and electrical repair and rehabilitation. Performed inspection, which included all aspects of specialty shop inspection for mechanical and electrical design. Involved replacement/upgrading of shear lock system; roadway resurfacing; structural steel and concrete repair; installation of scour monitoring devices; and modification to the trunnion bearings. Structural Engineer. Performed fatigue life study, which included non-destructive testing, fractographic analysis, and preparation of report with findings.

Registration: Professional Engineer: New York

Education: B.E.E.S. Structural Mechanics 1982 Hofstra University

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX A Robert S. Drew, PE Design Task Leader – Load Rating Years with H&H, 14. Other firms, 2

Summary Biography: Robert S. Drew is a Structural Project Engineer/Inspector and has been with Hardesty & Hanover, LLP (H&H) since May 1996. His responsibilities have included design and plan preparation for new fixed and movable bridges, rehabilitation and inspection of existing bridges, and project coordination for various bridge projects. In 2006 2007, Rob was promoted to Associate. He has provided leadership to numerous design and inspection assignments and prepared reports, recommendations and load ratings, and designed repairs for all types of bridge components.

19 Relevant Project Experience: 2010 PANYNJ Lincoln Tunnel Upper and Lower Helix Rehabilitation Verification and Final Design; R

s e m u s e Weehawken, NJ - The complete scope of work for this rehabilitation includes a field verification of steel and concrete repairs on all 10 structures comprising the Upper and Lower Helix approach to the Lincoln Tunnel. Work included the hands-on field inspection of priority repairs in order to develop 10-year rehabilitation plans for the helix structures. The H&H verification team worked closely with PANYNJ to perform inspections within strict traffic maintenance windows. Quality Control Engineer.

NFBC Annual Contract 3 Bridges USA-Canada: Rainbow, Lewiston-Queenston, & Whirlpool Rapids, Niagara Falls, NY, Niagara Falls Bridge Commission - Annual inspection, maintenance, and design for the Commission’s bridges. The project comprises two 1,000-ft box girder fixed arches, an 800-ft highway and railroad , and auxiliary facilities. Team Leader and Structural Engineer, responsible for inspection of all substructure and superstructure elements and rehabilitation details, as well as all report submissions.

TBTA: 2008 Biennial Inspection and Design of Miscellaneous Structural Repairs of the Robert F. Kennedy Harlem Lift Bridge; New York, NY, & Tunnel Authority - Project includes the Harlem River Lift Bridge and associated ramp structures of the Robert F. Kennedy Bridge. Inspected mechanical and electrical systems of the lift span. Includes elevator inspection, fathometric surveys, diving inspections, design document preparation for structural repairs of elements requiring immediate repair, auxiliary testing to determine extent of deterioration, special interim inspections, and scoping studies for future projects related to the facility. Quality Control Engineer, responsible for the review of submitted reports, scheduling and inspection procedures.

2006 Structural Inspection of Safeco Field, Seattle, WA, Seattle Mariners Baseball Club – Performed structural inspection of the stadium’s movable roof panels as part of a four-year contract. The three movable panels consist of a series of trusses connected to tower columns that are in turn supported on a rail-mounted bogey system. Work included the inspection of the tower and bogey elements for two of the panels, including built-up structural steel members and their connections. Team Leader, responsible for the inspection of the system as well as the preparation of rehabilitation and maintenance alternatives along with the inspection report.

In-depth Inspection of Tunkhannock and Martin’s Creek , Nicholson, PA, Canadian Pacific Railway – Performed in-depth inspection of these two historic structures located in Northeastern Pennsylvania. Tunkhannock Viaduct is a twelve span, reinforced concrete arch structure supporting a ballasted deck carrying a single track for freight trains. This bridge, at 2,375 feet long and 240´ above grade, is the largest reinforced concrete structure in the world. The Martin’s Creek Viaduct is a similar concrete arch bridge on the same track line, measuring 1,600 in length. Work included the inspection of the viaducts substructure and superstructure elements utilizing complicated access methods. Team Leader, responsible

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Robert S. Drew, PE 2 APPENDIX A for the inspection of the structures as well as the preparation of rehabilitation alternatives and the inspection report.

In-depth Inspection of Little , New York, NY, Amtrak – Performed in-depth inspection of the Little Hell Gate Bridge on Randall’s Island, a four span (1,200-ft. total length), bowstring truss supporting a ballasted deck carrying three tracks. Work included the inspection of the bridge’s superstructure elements, including the ultrasonic testing of the steel pins connecting the structure’s lower chord. Team Leader, responsible for the inspection of the truss and floorsystem as well as the preparation of rehabilitation alternatives and the inspection report.

20 2005 Biennial Bridge Inspection for Marine Parkway and Cross Bay Bridges, Brooklyn, NY, Triborough Bridge & Tunnel Authority - Biennial inspection of the Marine Parkway Lift Bridge, the Cross Bay Boulevard Prestressed Concrete Bridge and it's associated ramps, the Rockaway Boulevard Ramp and the R Riis Park Pedestrian Bridge. The Marine Parkway Bridge, designed by Hardesty & Hanover, LLP (H&H) in s e m u s e 1937, consists of a 590-ft vertical lift span flanked by two 564-ft through truss spans and multiple underdeck truss spans. Work includes paint inspection, load ratings and miscellaneous structural repairs. Quality Control Engineer, responsible for the review of submitted reports, scheduling and inspection procedures.

2004 Biennial Bridge Inspection of the Triborough Harlem Lift Bridge, New York, NY, Triborough Bridge & Tunnel Authority - Biennial inspection of the Harlem River Lift Bridge and associated ramp structures of the Triborough Bridge. The Harlem River Lift Bridge consists of a 310-ft vertical lift span flanked by two 564-ft through truss spans and multiple steel girder spans. Work includes paint inspection, load ratings and miscellaneous structural repairs. Team Leader, responsible for the inspection of tower spans and ramps and all report submissions.

McKinley Toll Bridge over Mississippi River-Annual Inspection, St. Louis, MO, City of Venice - Annual service contract for a 14,575-ft highway/railroad bridge spanning the Mississippi River. Work included a comprehensive report on the inspection of three, 517-ft through truss spans, underdeck truss spans and toll facilities as well as recommendations for repair/replacement of deficient structural members and alternate operational methods. Assistant Team Leader, responsible for the inspection, report writing and submission for IDOT.

Marine Parkway Gil Hodges Memorial Bridge (MP-02), Brooklyn, NY, Triborough Bridge & Tunnel Authority - $17,000,000 design phase for the structural repair to this 3937-foot-long, four-lane, truss bridge. Bridge has a 545-foot-long, vertical-lift span. Includes steel members of through and lift spans, members of the tower structures, gusset plates, members of the deck truss spans, installation of inspection platforms with safety rails, lead and asbestos abatement investigations and designs. Structural Project Engineer, responsible for the oversight of engineering design, plans, specifications and cost estimate.

Duluth Aerial Lift Bridge, Duluth, MN, City of Duluth Department of Public Works & Utilities - $6,000,000 reconstruction of a 350-foot lift span with a vertical clearance of 135 feet. Bridge services the busiest inland port in the world (opening more than 6000 times a year). Performed structural, mechanical, and electrical inspections and developed plans for reconstruction of the historic landmark. Performed emergency shaft replacement for two, cracked counterweight sheaves. Construction inspection included. Structural Engineer responsible for writing structural specifications.

Registration: Professional Engineer: NY; MD

Education: B.S.C.E 1994 State University of New York at Buffalo

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX A Christopher H. Svara, PE Electrical/Controls Design

Years with H&H, 13. Other firms, 2.

Project Experience: Christopher Svara is an Electrical Engineer responsible for designing, inspecting, and providing construction support for electrical facilities for movable bridges and facilities, including power distribution, control systems, motor drive systems, remote monitoring and automation and roadway lighting systems and traffic control equipment. 21 Movable Bridge Projects:

R 1st Avenue South Bridge Hydraulic & PLC System Repair, Seattle, WA - Washington State Department

s e m u s e of Transportation - Lead Electrical Engineer, providing Plans, Specifications, and Estimates for the Washington State Department of Transportation for the repair of the First Avenue South Bridge. The repairs included a new PLC program, new PLC equipment, new hydraulic controls, and power distribution. 2001

Simpson Avenue Bridge 101/125W Rehabilitation, Hoquiam WA - Washington State Department of Transportation - Lead Electrical Engineer, providing Plans, Specifications, and Estimates for the Washington State Department of Transportation for the electrical replacement of the Simpson Avenue South Bridge. The replacement included a new controls, equipment, service, and power distribution. 2004-2006

Hood Canal Bridge Retrofit and East Half Replacement Construction Support Services, Between Kitsap and Jefferson Counties, WA Washington State Department of Transportation - Lead Electrical Engineer, providing all necessary construction support services to the Washington State Department of Transportation rehabilitation of the Hood Canal floating bridge, including but not limited to, attending meetings, reviewing shop drawings, reviewing Requests for Information, onsite inspection, equipment shop testing, and equipment field testing. Major items for review are the PLC based control system, PLC programming, motor drives, and power distributions. The most recent task for this project has been an in- depth inspection of the construction of the Leak Detection System. Completion Date: Currently in Progress

Washington State On-Call Bridge Engineering – Washington State DOT. On-Call statewide inspection and design engineering contract for bridges through out the State of Washington. Provided engineering services for in-depth electrical system inspection and rehabilitation design. Project Electrical Engineer/Project Manager. 2001- present

Lacey V. Murrow Bridge and Homer Hadley Bridge Operation, Inspection and Maintenance Manual Preparation, King County WA - Washington State Department of Transportation - Lead Electrical Engineer, providing inspection services and manual preparation services to the Washington State Department of Transportation in order to complete a separate manual for each of the aforementioned bridges. The final manuals included step-by-step operation of the bridges, a verbal description of all equipment on the bridge for inspection purposes, and the maintenance of the equipment. Major equipment on the bridges is relay and Dupline based control systems, mobile pumps and valves, leak detection systems, power distribution equipment, and monitoring relays and sensors. 2006

Safeco Field Movable Roof Inspection and Preventative Maintenance Improvements, Seattle WA - Lead Electrical Engineer in charge of an in-depth inspection of the existing movable roof equipment for the Seattle Mariners. This inspection included the PLC control system, PLC program, DC drives, and DC motors. Based upon the preliminary inspection, a rehabilitation recommendation list and cost estimate has been prepared. Plans and Specifications are being prepared to improve PLC operation, a system data logger

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Christopher H. Svara, PE 2 APPENDIX A has been installed onsite to continually monitor the roof operation, and weather monitoring stations. Completion Date: In Progress

Reconstruction of the Ventilation and Electrical Systems for Three Vehicular Tunnels, NYC, NY – NYCDOT - Included complete remote control and monitoring of systems from Department headquarters. Electrical Engineer designing new electrical and control systems consisting of a PLC-based SCADA system to control and monitor power distribution, tunnel ventilation and lighting, and traffic control equipment. Also included is construction support services. 1995-2001

Blue Ribbon Electrical Inspection and Recommendations of Lacy V. Murrow Bridge, King County

22 WA - Washington State Department of Transportation - This project included the field inspection of a floating bridge with multiple pontoons. Each pontoon is equipped with water detection and fire alarm protection, lighting and receptacles, and a medium voltage step down transformer and power distribution

R system. Inspection work to locate and identify the condition of the equipment was performed. 2005 s e m u s e 1st Avenue South Bridge 99/530W Hydraulic & PLC System Repair Construction Support Services, Seattle, WA - Washington State Department of Transportation - Lead Electrical Engineer, providing all necessary construction support services to the Washington State Department of Transportation repair of the 1st Avenue South Bridge, including but not limited to, attending meetings, reviewing shop drawings, reviewing Requests for Information, and equipment field testing. Major items for review are the PLC program, new PLC equipment, new hydraulic controls, and power distribution. 2005

Homer Hadley Bridge Blue Ribbon Inspection, Seattle, WA - Washington State Department of Transportation - Lead Electrical Engineer, providing an in-depth electrical inspection of the floating bridge for the Washington State Department of Transportation. The inspection was compiled as a report, and the major pieces of electrical equipment are incoming service, water sensor monitoring equipment, and communication wiring. 2004

Evergreen Point Bridge No. 520/8 Mechanical/Electrical Rehabilitation, Seattle, WA - Washington State Department of Transportation - Rehabilitation project. Project Engineer for designing new hydraulic lift deck controls, new manual control station, PLC control system modifications, and new hydraulic Center Lock controls. Project scope included site inspection to evaluate existing equipment in order to determine what systems needed replacement versus maintenance. Project scope was then expanded to include construction support services. 2001

Mechanical/Electrical Inspection of Fort McHenry Tunnel - , MD - Work included inspecting the electrical systems of the tunnel to prepare a list of recommendations for repairers, deficiencies and preventive maintenance. 2000

Registration: Professional Engineer: WA, NY

Education: B.S Applied Physics Jacksonville University 1993 B.S. Electrical Engineering Columbia University 1993

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Cesar A. Granados, PE

APPENDIX A Design Task Leader – Concrete Design Years with H&H, 12, other firms, 3 yrs

Summary Biography: Cesar Granados has been a Structural Engineer with Hardesty & Hanover, LLP since August 1998. He is currently responsible for design, inspection, and preparation of plans, specifications and estimates for fixed and movable bridges.

Relevant Project Experience: Wabasso Fishing Pier over ICWW, Indian River County, FL - FDOT Reconstruction of a 500 foot concrete fishing pier utilizing the existing piles and reconstructing the pile caps, 23 superstructure and deck for Indian River County. Project Manager responsible for project coordination, plan development and design of new prestressed inverted T-beam superstructure, new reinforced concrete

R deck and pier cap, as well as responsible for preparation of cost estimate and specifications. s e m u s e Miami Dade Sonovoids Rehabilitation, Miami Dade, FL - Miami-Dade County Public Works Dept Fee contract for structural rehabilitation with cathodic protection and painting. A 180-ft-long, structural steel fixed bridge has a 32-ft-long main span and 23-ft-long concrete slab approach spans supported on concrete pile bents. Included bridge condition report with cost estimate, plans and specifications, permit acquisition, and shop drawing review. Project Engineer responsible for detail design and preparation of contract drawings and specifications.

Pine Tree Ave over Flamingo Waterway, Miami Dade, FL - Miami-Dade County Public Works Dept $1 million substructure repairs to prestressed concrete piles and reinforced concrete piers. Repairs required an active impressive current application of cathodic protection. CEI services also provided. Project Engineer responsible for detail design preparation of contract drawings and specifications.

Sanibel Island Causeway over San Carlos Bay, Sanibel Island, FL - Lee County DOT In-depth inspection and a preliminary engineering study report for a 2,078-ft long, double leaf Hopkins trunnion type bascule span with steel stringer flanking spans and prestressed concrete girder approach spans to determine replacement alternatives. Project also included final design of the selected new bridge alternative. $30Million new high level fixed bridge consists of 2,200ft long prestressed concrete 145-ft Florida bulb-T span superstructure, and cast in-place reinforced concrete piers. Structural Engineer responsible for the design of a high-level prestressed concrete girder bridge using AASHTO LRFD Code.

District 4 Districtwide Bridge Repair Design, Broward County, FL - FDOT District IV $1.5Million rehabilitation project included inspection access platforms, fender replacement, and structural steel cross frame repairs for this high level fixed steel girder bridge. Structural Engineer responsible for design, calculations and plans preparation.

Ben Sawyer Bridge (SC 703) over the ICWW, Charleston, SC –SCDOT Design/Build Contract with PCL Constructors to replace the superstructure of the existing bridge on the existing concrete substructure. The bridge consists of 12 steel plate girder non-redundant approach spans and a 245 ft through truss swing span. Project also included seismic analysis of the bridge and providing isolation bearings for the new approach span superstructure. The pivot bearing was also designed for seismic forces. Design improvements include a wider roadway to provide bicycle lanes, wider sidewalks, bridge railing improvements, enlarged control house, hurricane tie downs, modernized operating machinery and electrical system. The new bridge matches the appearance of the existing bridge as per the request of the local community. Replacement of the bridge required the new superstructure to be placed on the existing substructure in a 7 day closure period. Structural Engineer responsible for the design of approach span members (Girder, Floorbeams, Stringers, Connections) as per AASHTO LRFD 2007, also responsible for the design of the operator’s house as per SCDOT and latest wind code requirements.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Cesar A. Granados, P.E. 2

APPENDIX A SR 7/ NW 5th Street Bridge Replacement over the Miami River, Miami, FL - FDOT District VI Replacement design of $50 Million 180 ft. double leaf simple trunnion bascule span bridge using the appearance of a deck truss Chicago style Trunnion bascule span to fit in with the historic and aesthetic character of the Little Havana community of Miami. Project also includes control tower, approach roadways and Greenway River Walk design. Structural Engineer responsible for this multi-disciplined project that includes a new double leaf bascule bridge, control tower approach roadways and a Riverwalk. Responsible for shop drawings review of movable leaf and shop drawings review for windows and doors (including framing members) of control house.

Rehabilitation of Alva Draw Bridge, Lee County - Dept of Transportation Deck replacement and minor repairs for a double leaf bascule span bridge for Lee County DOT. Project 24 Manager responsible for inspection, recommendations, design, analysis, plan preparation for the rehabilitation of this bascule bridge for the Lee County.

R

s e m u s e 14th Street Bridge over the ICWW, Pompano Beach, FL - FDOT District IV $5 Million design/build rehabilitation of hopkins trunnion double leaf bascule span bridge with PCL Constructors, Inc. Project included hydraulic machinery retrofit; electrical system improvements, control house modifications and bascule span floor system replacement. Structural Engineer responsible of inspection, design of repairs, maintenance of traffic, control house upgrades, roadway plans and shop drawing review.

SR 786/ PGA Boulevard Bridge over ICWW, Palm Beach Gardens, FL - FDOT District IV $15 Million multiphase construction project which included in-depth inspection, condition report with load ratings and recommendations, preparation of structural, mechanical and electrical rehabilitation, and bascule span replacement plans for this four leaf bascule span bridge. Project design utilized existing bascule pier foundations and approach span structure to minimize costs. Design required multi phase construction to maintain traffic. Structural Engineer responsible for maintenance of traffic, design, detail of repairs and preparation of cost estimates.

Christa McAuliffe Memorial Bridge over Canaveral Barge Canal, Merritt Island, FL - FDOT District V $3M rehabilitation project included in-depth inspection; structural load ratings; preparation of structural, mechanical, and electrical rehabilitation design plans; condition report with recommendations; and cost estimations for this four leaf double-leaf bascule bridge. Investigations was performed to determine cause of undesirable structural, mechanical and electrical performance of new and recently rehabilitated structures and design retrofits for improvements. Structural Engineer responsible for maintenance of traffic, preparation of cost estimates.

SR 820/ Hollywood Boulevard Bridge over ICWW, Hollywood, FL - FDOT District IV $10Million rehabilitation which included architectural and aesthetic improvements to the bascule span bridge. Structural Engineer responsibilities included maintenance of traffic, preparation of cost estimates. .

SR A1A/ Dania Beach Boulevard Bridge over ICWW, Dania Beach, FL - FDOT District IV $5Million bridge rehabilitation of hopkins trunnion double leaf bascule span bridge. Project included in-depth structural, mechanical, and electrical inspection; reports; load ratings on bascule and approach spans, and rehabilitation plans to the structural, mechanical, and electrical systems. Structural Engineer responsible for maintenance of traffic, design and detail of repairs, and preparing cost estimates for the following bridges.

Registration: Professional Engineer - FL (64221)

Education: B.S.C.E. San Francisco State University - 1994 B.S. Metallurgic Engineering, Universidad Libre de Colombia – 1986

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX A Brendan J. O’Shea, PE Technical Task Leader - Bridge Painting Years with H&H 5 , Other firms 20

Summary Biography: Brendan J. O’Shea is a registered professional engineer with more than 25 years of diverse engineering and construction management experience in positions of increasing responsibility. He has worked on a wide variety of steel and concrete bridge structures in the northeastern United States and managed bridge painting projects totaling more that $500 million in construction value. Mr. O’Shea has C-1 (Protective Coating Design) and C-3 (Lead Paint Removal) certifications from SSPC. He has experience with field metalizing on several bridge projects.

25 Relevant Project Experience: Triborough Bridge Harlem River Lift Span Painting and Misc. Steel/Concrete Repairs (TBTA Contract No. TBM-367) - Project Manager for Construction management of a $23 million project involving the R

s e m u s e complete removal of existing coating using abrasive blasting with Class 1A containment and the application of a high performance zinc/epoxy/urethane coating system. The project also includes steel and concrete repairs as well as structural flag repairs identified during the 2008 biennial inspection. 2007 - present

Verrazano-Narrows Bridge Curb Plates & Scupper Installation and Painting (TBTA Contract VN-28) - Hardesty & Hanover, LLP (H&H) Project Manager for subconsultant services on this major bridge painting and steel repair project. H&H services include technical review of all structural submittals including containment plans, protective shielding, steel repair details, and rigging. Construction inspection for structural work is provided on an as-needed basis. 2005 - 2007

Throgs Neck and Verrazano-Narrows Bridges Painting and Inspection of Cable Band Bolts & Misc. Repairs (TBTA Contracts GFM-363/GFM-371). Project Manager for Construction Management & Inspection Services for steel painting with high performance zinc/epoxy/urethane system, inspection and select replacement of cable band bolts, caulking and coating main cables with elastomeric water-borne acrylic, replacement of main cable hand rope stanchions, repairs to aviation and necklace lighting, and misc. steel repairs (1996-1999).

Throgs Neck Bridge Painting and Steel Repairs (TBTA Contract TN-81) – Project Manager for subconsultant services to Ammann & Whitney involving construction inspection of abrasive blasting and steel painting on the parapets and median. Also assisted with inspection of structural steel items. 2002-2004

Lower Trenton Bridge Metalizing, Painting and Superstructure Rehabilitation (Delaware River Joint Toll Bridge Commission – Contract No. 343) – Project Manager for field metalizing the lower section of this 5-Span subdivided Warren Truss (total length more than 1,000 feet) spanning the Delaware River between Trenton, NJ and Morrisville, PA. The metalizing subcontract was valued at more than $6 million and involved Class 1A Containment, abrasive blasting to SSPC-SP5 surface preparation standard, and application of 85% Zinc + 15% Aluminum metalizing using four Eagle Industries electric-arc application units. (1997-1998)

New York State Thruway Metalizing of Overpass Structures (NYSTA Contract TANY 115) – Project Manager for painting of multiple bridges between milepost 10 and milepost 80. This contract included metalizing of 2 overpass structures spanning 8 lanes of live traffic. Work was performed at night with Class 1A containment and SSPC-SP5 surface preparation. 2000-2002

Commodore Barry Bridge Metalizing Feasibility Study (Delaware River Port Authority) –As a task under a general engineering consultant agreement, prepared a report on various painting options for this major Delaware River crossing, including metalizing. This task included field metalizing a test section on the bridge parapet on the eastbound Chester, PA approach and periodic follow-up examination and adhesion testing of the test area. 2001

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Brendan J. O’Shea, PE 2

APPENDIX A Triborough Bridge Field Metalizing Study (part of TBTA Contract GFM-363) – Resident Engineer and later Project Manager for a cooperative research project with the State University of New York (SUNY) involving field metalizing of various bridge components using thermal spray equipment. This study included comparison with traditional blasting and coating methods. 1995-1997

Toll Booth Rehabilitation at all TBTA Facilities (TBTA Contract GFM-380) Project Manager for Construction Management & Inspection Services for cleaning (utilizing high pressure water jetting), painting, steel and concrete repairs for more than 200 individual toll booths at all TBTA facilities. This project was completed primarily during nighttime hours with extensive maintenance & protection of traffic issues. 2003

26 In-depth Inspection & Evaluation of the Nicholson Viaduct (Canadian Pacific Railway) - Currently serving as Deputy Project Manager for in-depth inspection of a 350 ft. high, 2,300 ft. long, reinforced concrete open spandrel arch railroad viaduct near Scranton, PA. This Nation Engineering Landmark structure is the R largest concrete bridge in the world. Scope also includes structural analysis, load rating, and repair s e m u s e recommendations.

Newark Economic Development Corp. – Improvements to the Dock Bridge - Project Manager for a multi-disciplinary study involving improvements to the Dock Bridge, a historic vertical-lift railroad bridge spanning the Passaic River between Newark and Harrison, New Jersey. Scope of work included a general condition assessment, corrosion survey, and development of options for pedestrian access and architectural lighting. 2003 - present

AMTRAK – Maintenance Improvements to the Hell Gate Bridge and Viaduct (1996 – 2006) Project Manager for multi-million dollar restoration of this historic structure including cleaning/painting, steel repairs, and concrete/masonry repairs. Deputy Project Manager for special inspection of the Little Hell Gate Bridge.

Monmouth County – Painting of the Little Silver Bridge (1999-2000) Project Manager for the design and construction management of this project involving abrasive blasting with Class 1A containment and the application of a moisture-cured urethane coating system.

Delaware River Joint Toll Bridge Commission – Frenchtown-Uhlerstown and Northampton Street Bridges (1999- 2002) – Deputy Project Manager (teamed with Urban Engineers) for construction management and inspection of the complete rehabilitation of these structures. Scope of work included deck replacement, steel repairs, repainting, and bearing replacement.

Delaware River Port Authority – PATCO Bridges (2002- 2003) – Deputy Project Manager (teamed with Gannet Fleming) for inspection, rating, and repair design for multiple bridge structures throughout the PATCO commuter rail system.

Registration: Professional Engineer: NY; NJ; PA; FL; VA; D.C.; WI; IL

Education: Master of Engineering Administration, Construction Management – 1987 George Washington University; B.S. 1983 United States Military Academy

Training: SSPC C-1 Protective Coatings Certification SSPC C-3 Supervisor/Competent Person for Lead Paint Removal

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX A Vandana U. Gogate, PE, LC Lighting Design

Years with H&H, 13. Other firms, 13.

Project Experience: Ms. Gogate has been a Senior Engineer with Hardesty & Hanover, LLP since September of 1995. She is in charge of quality control of all lighting projects in the firm’s electrical and highway departments. Her areas of expertise also include specialized experience and comprehensive knowledge in Microprocessor- based Instrumentation Control and Communications, Programmable Logic Controllers, electrical power distribution, lighting, standby engine generator/UPS/emergency power systems, electrical cost estimating, fire

27 alarm and security systems, design and cost estimating of HVAC systems, conduit/pipe layout for various types of , potable water pump stations and wastewater treatment plants, and commercial and industrial buildings. R

s e m u s e Major Projects: Shore( Belt ) Parkway Reconstruction of Bridges over Rockaway Parkway, Nostrand Ave. and Bay Ridge Ave. Brooklyn, New York City, NY. Responsible for complete lighting design following NYCDOT St. lighting criteria. Supervised lighting design of all three bridges. 2003 – present.

Roslyn Viaduct and Route 25A Alternative Study and Replacement, Long Island, NY – NYSDOT. $91 million final design phase for bridge replacement of a 2200-ft viaduct and its 2775 feet of approach roadway, ramps, and interchanges. Designed a twin, precast segmental concrete box-girder replacement built partially off-line. Involved environmental assessment, substantial community involvement, and MPT with innovative design schemes for staged construction. Senior Electrical Engineer responsible for roadway and viaduct lighting design and construction support services. 2002-present

Lincoln Tunnel Bus Ramps and Triple Bridges, New York, NY - PANYNJ. $50 million final design for steel repairs and deck replacement (includes snow-melting equipment) for the ten largest spans of the Lincoln Tunnel Bus garage. Includes lead and asbestos abatement, structural repair/repainting, supply/return line replacement, architectural enhancements on Triple Bridges over 9th Avenue, and roadway lighting replacement on all ramps. Senior Electrical Engineer responsible for lighting, traffic control, and power distribution conduit layout design. 2000-present

On-call Services 1999-2000 for PANYNJ. $100 million on-call contract resulted in numerous structural, mechanical, and electrical designs for bridge, highway, and tunnel rehabilitation projects. Work included a ramp study for the George , replacement of PATH subway bridge crane trolleys and electrical drives, and the Lincoln Tunnel ramp rehabilitation project. Senior Electrical Engineer responsible for design of electrical systems. 5/27/98-4/1/02

Manhattan Tunnel Ventilation Systems, New York, NY – NYCDOT. $15 million rehabilitation design for remote operation and reconstruction of the ventilation, mechanical, electrical, drainage, and architectural systems for 4 tunnels: West Street, Battery Park, First Avenue, and . Included Supervisory Control and Data Acquisition (SCADA) system, in-depth inspection, report, and construction support services. Senior Electrical Engineer responsible for new lighting for all four tunnels per IES and NYCDOT requirements. 1995-2001

Route 1 & 9T - St. Paul Avenue Bridge Replacement, Jersey City, NJ - NJDOT. $200 million replacement of a through truss bridge and approaches over St. Paul’s Avenue and Conrail with a new

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Vandana U. Gogate, PE, LC 2 APPENDIX A interchange consisting of elevated structures and ramps connecting Tonnele Avenue to Routes 7 and 1 &9T. Provided final scope development and initial and final design. Work to be performed while maintaining traffic through one of the heaviest vehicular corridors in the Northeast. Senior Electrical Engineer responsible for the bridge lighting design. 1999–2004

Rainbow Bridge Expansion at U.S. Toll Plaza, NY - Niagara Falls Bridge Commission. $25 million preliminary and final design of U.S. Toll Plaza and Custom and Immigration Plaza expansion. Increased toll lanes from 4 to 6 and inspection lanes from 8 to 20. Included structural design, MPT, utilities, drainage, sewers, signing, luminaire lighting, and pavement. or expanding the at the Rainbow Bridge. Included toll and inspection booths, a , drainage structures, signing, lighting, pavement, and maintenance of traffic.

28 Senior Electrical Engineer responsible for design of and construction support for site lighting at the toll plaza. 1996-1998

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s e m u s e Route 7 over the Passaic River, Belleville and North Arlington, NJ – NJDOT. $30 million bridge replacement. A new, 125-foot-long, 73-foot-wide, tower-driven vertical-lift replaced a single-leaf, Strauss heel trunnion bascule. Provided preliminary and final design; approach roadways; feasibility studies; structural, mechanical, and electrical design; highway design; and seismic, scour, and historic alternative analyses. Used LRFD, metalizing, and silica fume concrete in the deck gratings to maximize design life and minimize life cycle costs. Senior Electrical Engineer responsible for design of the completely automated and remotely monitored operation system using Programmable Logic Controller. Design included electrical power distribution, CCTV, fire alarm, security system, and roadway lighting. 1996-2005

Harlem Lift Bridge Rehabilitation, New York, NY – TBTA. $61 million in-house rehabilitation design for a 1280-foot-long main span with a 344-ft, tower-drive vertical lift. Designed replacement electrical system including motor controls, skew controls, conduit, wiring and flexible aerial cables. Senior Electrical Engineer responsible for complete electrical rehabilitation and construction support. Designed new controls utilizing Programmable Logic Controller, Closed Circuit Television (CCTV) system, and fire alarm and security system. 1996–2002

Registration: Professional Engineer – NJ, NY

Education: M.S. 1975 Electrical Engineering University of Bombay B.S. 1968 Mechanical Engineering University of Bombay B.S. 1967 Electrical Engineering University of Bombay

Certification: LC – National Council on Qualifications for the Lighting Professions – Valid in the United States Certificate: EEEF07-Electrical Engineering: Lighting Specifier Part II 11/2007 Certificate: EEEK-Electrical Engineering: Part I 4/2007 Certificate: Fundamentals of Lighting Efficiency 4/2007 Certificate: Sustainability and Lighting Design 2/2007 Certificate: Daylight and the City Part II 4/2007

Technical Affiliations and Societies: Institute of Electrical and Electronic Engineers Illumination Engineering Society of North America NFPA - National Fire Protection Association Member - Advisory Council for the accreditation of the Bachelor of Science program in Electrical Engineering Technology at Fairleigh Dickinson University

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Jon Adkins | Environmental Lead

APPENDIX A Exeltech Consulting, Inc.

Professional Background Jon Adkins, Director of Environmental and Planning Services, has over 20 years experience in aquatic and terres- trial biology and environmental regulatory compliance. Jon has developed a successful and extensive track record of project management involving interdisciplinary team coordination to deliver timely project plans, permits and approvals on over 30 transportation projects. Jon’s recent experience includes overall project management of en- gineering design and environmental compliance for two bridge design projects. Jon has the experience and ability to accurately identify project needs and apply the necessary resources to achieve complete regulatory compliance 29 even under drastically shortened project development timeframes. His environmental/regulatory expertise includes NEPA, federal ESA and Clean Water Act compliance, as well as extensive working knowledge of fish-passage

R design and regulatory standards, wetland regulations, cultural/historic resource processes and a variety of other s e m u s e state and local regulations. Jon has earned an excellent reputation with his clients and the regulatory agencies for his deep understanding of public infrastructure issues in the context of environmental compliance.

Transportation and Natural Resources Experience Jon has successfully managed over 30 transportation-related projects. He has personally authored over 20 BAs for federal ESA compliance and has been the senior technical reviewer on many more. Jon knows how to assem- ble and manage multidisciplinary teams to address all environmental and natural resource issues. He has demon- strated management and technical expertise on projects ranging from large urban transportation improvements to regulatory assessments for small woodlot owners.

Education BS, Fisheries Science, Oregon State University, 1989

Certifications/Training WSDOT Advanced Biological Assessment Author Re-Certification, 2008 ODOT Biological Assessment Author Re-Certification, 2008 Certified Erosion and Sediment Control Lead (CESCL), 2007 Watershed Analysis – Level 2 Certification, Washington DNR Culvert College – Culvert Assessment and Fish Passage Remediation PADI Certified Open Water Scuba Diver

Exeltech Experience LEMAY AMERICA’S CAR MUSEUM - TACOMA WA The LeMay America’s Car Museum will house and display one of the world’s largest collections of antique automo- biles. Jon is leading environmental and planning documentation for the design and permitting of the project, which includes preparation of SEPA and NEPA compliance documents as well as overseeing completion of Endangered Species Act documentation and the cultural resources assessment under Section 106 of the National Historic Preservation Act.

NE 45TH STREET VIADUCT – SEATTLE WA Jon led the environmental evaluation for the replacement of the timber-trestle structure, including all environmental studies and technical studies according to NEPA and Seattle Department of Transportation standards. Jon’s par- ticipating in the multi-disciplinary design team was essential in the development, evaluation and selection of design alternatives and ultimately, final design.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F TACOMA RAIL/NISQUALLY RIVER TRESTLE REHABILITATION – ELBE WA Jon led the environmental compliance process for the rehabilitation of a Tacoma Rail railroad trestle that was

APPENDIX A severely damaged during the 2006 floods. Jon facilitated agency and design team coordination to streamline environmental permitting. It was permitted under the streamlined Nationwide Permit Program due to Jon’s effort in the early coordination of environmental process with the US Army Corps of Engineers. The project, currently under construction, will allow two new spans and abutments at each end of the bridge, requiring over 1,500 cubic yards of riprap fill in the Nisqually River.

FEATHER RIVER CULVERT REPLACEMENT - FEATHERVILLE ID Jon is serving as the project manager responsible for delivering engineering design and environmental compli- ance for this fish passage project on the Boise National Forest. Environmental documentation inlcluded a Biologi- cal Assessment (BA) for bull trout, lynx, and grey wolf; a NEPA Documented Categorical Exclusion (CE), and all 30 additional state and federal permits so that three culverts can be daylighted and replaced with a bridge in order to restore passage for aquatic organisms. R s e m u s e 8TH STREET BRIDGE REPLACEMENTS - PORT ANGELES WA Jon was the environmental compliance lead for this federally funded multi-bridge replacement project. Jon was responsible for overseeing compliance with regulatory commitments including Section 404 permit, Hydraulic Proj- ect Approval and programmatic agreements concerning cultural resources between the City and the Lower Elwha Klallam Tribe. Jon also prepared the Stormwater Pollution Prevention Plan (SWPPP) pursuant to the NPDES construction stormwater permit.

ELWHA RIVER BRIDGE REPLACEMENT, PARSONS CONSTRUCTION GROUP – CLALLAM COUNTY WA Jon prepared the Stormwater Pollution Prevention Plan (SWPPP) for project construction. The project required extensive in-water work for demolition of the existing bridge. This project required close coordination with Clallam County Environmental staff and Parson’s construction management staff. The SWPPP was reviewed and ap- proved by Clallam County Environmental staff.

36TH STREET PEDESTRIAN SAFETY IMPROVEMENTS – EDGEWOOD WA Jon led the environmental permitting and NEPA/SEPA documentation lead for this federally funded project. The project was approved as a Documented Categorical Exclusion by WSDOT and FHWA and given a Determination of Non-Significance by the City of Edgewood. Jon provided the documentation for the local clearing and grading permit, a critical areas checklist, and surface water compliance certificate.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Karl N. Kirker, PE, SE | Seismic Engineer

APPENDIX A Exeltech Consulting, Inc.

Professional Background Karl Kirker, Exeltech’s Director of Bridges and Structures for four years, has 35 years of experience in bridge de- sign and construction. As a former WSDOT Bridge Structural Design Manager, Karl managed the analysis and de- sign of bridges and highway structures for 17 years at WSDOT and was responsible for contract plans preparation on many structural projects. He successfully coordinated projects with team partners and supervised a structural design unit with eight bridge engineers and three structural detailers. Karl’s expertise in the preparation of bridge and structure design contract plans, specifications, and cost estimates is matched by his leadership in planning 31 and coordinating the work of engineering design specialists. He also has extensive experience preparing bridge TS&L reports for highway viaducts, grade separations, and waterway crossings. Karl is known for finding optimum solutions to difficult challenges. He is committed to quality project management and affordable solutions for local R

s e m u s e agency, state, and private clients. Karl successfully led the Exeltech team in delivering the $20M City of Port Angeles Eighth Street Bridge Replace- ments project, completed in 2009. Other significant recent project include the D Street Overpass for the City of Tacoma, the downtown Bremerton Tunnel project,

Education BS Civil Engineering, University of Washington, 1975 Registrations Professional Engineer, WA,1979; ID, 2006; VA, 2008 Structural Engineer: WA, 1981; OR, 2006; ID, 2006 UT, 2009

Exeltech Experience EAST D STREET GRADE SEPARATION PROJECT - TACOMA, WA Karl was the project manager for the construction phase of this critical FAST program project funded by FHWA, WSDOT, and the Port of Tacoma. The project entailed a new grade separation near the south end of the Thea Foss Waterway at East D Street. Design included construction staging to minimize disruptions to traffic as well as continuing the area’s numerous rail activities during construction. BUNDLE 511 US 26, EAST FORK DAIRY CREEK/MCKAY CREEK, ODOT - OR Karl provided structural engineering services for the $6M corridor improvements and bridge replacements of the East Fork Dairy Creek and McKay Creek bridges. Karl and his team faced significant design challenges address- ing hydraulic, roadway and structural issues on a tight delivery schedule. I-205 NE 18TH ST./NE 9TH ST. BRIDGE ALTERNATIVE ANALYSIS - VANCOUVER, WA Karl served as the project manager for the structural analysis and replacement design alternative for this project, providing detailed analysis and feasibility of the bridge structure design to modify the end spans to accommodate an additional roadway and as a cost saving alternative to replacing the existing bridge with a new bridge. RETAINING WALL AT BRIDGEPORT WAY AND FLANEGAN ROAD – LAKEWOOD, WA Karl served as the project manager providing structural design PS&E for this 216-foot long soldier pile retaining wall. The Exeltech team provided three design options for aesthetic wall face treatment and staging the wall’s construction. SR 101 WEST FORK HOQUIAM RIVER BRIDGE (NO. 101 /142), WSDOT - HOQUIAM, WA Karl managed the inspection and design of this bridge replacement project in Grays Harbor County. This project replaced the structurally-deficient, timber- with a 75-foot-span bridge, designed to AASHTO LRFD, accommodating a 40-foot roadway with two 12-foot traffic lanes and two 8-foot shoulders. The project included

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F bridge inspection, final bridge PS&E preparation, coordination with WSDOT, identification of design constraints and criteria, detour bridge constructability analysis, structural analysis, design, quantity, and checking calculations,

APPENDIX A preparation of 31 plan sheets, and construction support. EIGHTH STREET BRIDGE REPLACEMENTS PROJECT - PORT ANGELES, WA Karl was the project manager for this $18.5 million dollar bridge replacement project, where he led the team from preliminary to final design of two 750-foot-long highway bridges. As the project manager, he was responsible for final bridge design PS&E preparation, coordination with the stakeholders, and construction contract support. The project design PS&E was completed on budget and on schedule and bids came in just 4.8% over the engineers estimate for construction. FLOOD DAMAGE REPAIRS TO NISQUALLY RIVER TRESTLE AT PARK JUNCTION - TACOMA, WA Karl was the project manager for this bridge-repair project, which involved performing a field assessment; prepar-

32 ing a conceptual-level engineering analysis TS&L with three alternatives for the replacement of the storm damaged Nisqually River Trestle. The preliminary TS&L concluded that both end abutments would require replacement re- gardless of the bridging option selected. Both single-span and multi-span options using steel and concrete material R

s e m u s e sections were considered, as well as open-deck and ballasted-deck solutions. Based on the concept report that was prepared, the City of Tacoma applied for and secured FEMA grants to rebuild the flood damaged Nisqually Trestle. RAFT ISLAND BRIDGE INSPECTION, RAFT ISLAND IMPROVEMENT ASSN. - PIERCE COUNTY, WA Karl provided inspection support services to evaluate the Raft Island Bridge as part of its 2007 routine inspection. This project involved determining the extent of deterioration in the existing structure and then providing recommen- dations for repair. The services include completing an on-site visit to visually inspect the existing bridge structure and provide a written assessment report of the current condition of the bridge structure. The assessment report also included maintenance recommendations.

Previous Experience SR 99 SOUTH INTERCHANGE - SEATTLE, WA As a WSDOT manager, Karl developed the bridge TS&L report for the SR 99 Alaskan Way Viaduct South In- terchange project. The project stakeholders included the WSDOT Urban Corridors Office (UCO), Consultants, FHWA, Port of Seattle and City of Seattle. The project area extended from the south end of Lake Union, west to the Seattle Waterfront, and south to South Spokane Street. The focus of this Bridge TS&L was the South Inter- change, from Railroad Way South, continuing south to South Holgate Street. The TS&L identified the project constraints and criteria relating to the bridge structures and provided cost and time comparisons of design alterna- tives. Karl oversaw the project team and focused on reducing cost with a realistic plan, while being aware of and incorporating context sensitivity. Nine alternatives were developed for this TS&L Report. I-5 / SR 16 INTERCHANGE AND TACOMA HOV PS&E - TACOMA, WA As a WSDOT manager, Karl led the structural aspects of the I-5 /SR16 Interchange and Tacoma HOV Project. The WB Contract 9 $42M in structures, the EB Contract 10 $21M, the I-5 Contract 11 $8M, and the HOV Contract 17 $20M. Karl was involved from the start, as a team member on the Value Engineering Study which proposed a major simplification of the interchange by changing a major elevated-ramp structure to a simple overcrossing. The project parameters were within the City of Tacoma and crossed a BNSF/Sound Transit rail line with many constraints on bridge pier locations. Over a three year period, Karl managed a bridge design team of up to 30 staff members and supervised the preparation of the bridge’s preliminary plans/TS&L through the final bridge design/ PS&E.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Santosh Kuruvilla, PE, SE, PMP | Peer Review

APPENDIX A Exeltech Consulting, Inc.

Professional Background Santosh Kuruvilla is the president of Exeltech Consulting, Inc. and manages three offices in Seattle and Lacey, Washington, and Portland, Oregon with field offices in Eddyville, Oregon and Port Angeles, Washington. He has managed, designed, and coordinated structural engineering projects in Washington, Montana, Oregon, California, Idaho, Alaska, Massachusetts, Missouri, Nebraska, Texas, and Kansas. Santosh’s experience includes the man- agement and coordination of the structural design of buildings, tunnels, bridges, port facilities, and civil design for site development and federal projects. 33

R MS Civil Engineering, Washington State University, 1987 s e m u s e Education BS Civil Engineering, Birla Institute of Technology, 1985

Registrations Professional Engineer: NV 2007; MT 1996; AK 1996; ID 1994; CA 1993; OR 1990; WA 1990 Structural Engineer: NV 2007; CA 1994; ID 1994; OR 1994; WA 1993

Specialized Training 64-hour WSDOT Bridge Inspection Course, including timber, structural steel, and precast concrete bridges Workshop on Seismic Analysis, Design, and Retrofitting of Bridges, University of California, Berkeley 72-hour Project Management Professional Examination Preparation Course, P.M.I., Puget Sound Chapter, Seattle, WA

Relevant Experience EAST D STREET GRADE SEPARATION - TACOMA, WA Santosh was the principal-in-charge for this critical FAST program project funded by FHWA, WSDOT, and the Port of Tacoma. The project entailed a new grade separation near the south end of the Thea Foss Waterway at East D Street. Santosh ensured that contract obligations, schedule, and budget requirements were met from environmen- tal requirements through to the final design. Exeltech’s design included construction staging to minimize disrup- tions to traffic as well as continuing the area’s numerous rail activities during construction. SR 16 CEDAR STREET BRIDGES, WSDOT - TACOMA, WA Santosh was the contract manager responsible for the quality assurance and project delivery to the prime consul- tant, CH2M Hill. He facilitated excellent coordination between CH2M Hill, Exeltech, and the WSDOT Bridge Office to ensure that the project budget and schedule was being met for the design, coordination, and administration of one of the “slant-leg” twin concrete bridge widenings. The project involved concrete T-beam widening for two bridges with GTSTRUDL seismic analysis of the existing structures. SEISMIC RETROFIT OF FOUR BRIDGES - TACOMA, WA Santosh was the project manager for design and construction drawings for Phase I seismic retrofit of two concrete arch bridges, a four-span steel girder bridge, and a three-span prestressed concrete girder bridge. NORTH 21ST STREET BRIDGE, PUBLIC WORKS DEPARTMENT -TACOMA, WA Santosh was project engineer for seismic upgrade and rehabilitation of the historic North 21st Street Bridge. Built in 1910, the three-span, rigid-frame bridge over Buckley Gulch was in need of complete deck and sidewall reha- Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F bilitation and a complete seismic retrofit. The structure was totally retrofitted for seismic loads including pier column strengthening. The large rectangular columns were retrofitted with an epoxy fiber wrap to improve the ductility of

APPENDIX A the columns. PS&E included tabulations and complete details of all repair items, complete rehabilitation of the deck and cantilevered sidewalks, and redesign and details of the concrete ornamental bridge railings. Santosh also provided construction support services for this project. ON-CALL SEISMIC RETROFIT DESIGN SERVICES - TACOMA, WA Santosh was project engineer for seismic upgrade and rehabilitation of two separate bridges in Tacoma, Washing- ton. The scope of services included retrofit concepts and analysis study, and a detailed set of construction docu- ments. FRANK ALBERT ROAD BRIDGE, UPRR - FIFE, WA Santosh supervised PS&E and coordinated design of reinforced earth wall for a three-span precast concrete girder 34 bridge over UPRR tracks in western Washington. NORTHEAST 45TH STREET VIADUCT REPLACEMENT DESIGN – SEATTLE, WA R

s e m u s e Santosh served as the project manager for this multi-disciplinary project including planning, engineering and construction management to SDOT for the rehabilitation of the 45th Street Viaduct. He managed the preparation of a corridor plan and alternatives analysis for the entire viaduct and initiated an alternatives analysis process that included evaluation of alternatives for replacement of the west approach structure (based on criteria of context oriented, sustainability, funding, staging, risk, cost, public impacts and environmental impacts) and included consid- eration of an array of bridge alternatives. TRANSPORTATION CENTER/PEDESTRIAN IMPROVEMENTS - BREMERTON, WA Santosh served as the project principal for this $27 million project located adjacent to the Puget Sound Naval Shipyard (PSNS). His involvement included ensuring QA/QC processes and procedures were maintained as well as client satisfaction standards. Santosh was responsible for the overall success of the revitalization of downtown Bremerton from the environmental coordination and documentation through construction support. The project included funds from local, state and federal agencies including the federal transit authority (FTA). Coordination with the US Navy and other stakeholders was a key aspect, as well as the incorporation of Anti-Terrorism/Force Protec- tion (ATFP) and seismic standards for project-related properties adjacent to the PSNS. EIGHTH STREET BRIDGE REPLACEMENTS - PORT ANGELES, WA Santosh served as the principal-in-charge and contract manager for the replacement of two timber-trestle bridges in Port Angeles. This $20 million project replaced two structurally-deficient bridges over Valley and Tumwater Creek with bridges that accommodate a 40-foot roadway of two 12-foot-wide traffic lanes and two 8-foot shoulders with two 6.5-foot sidewalks. The project included extensive alternative analysis, environmental permitting, final de- sign, extensive construction phasing, construction management and inspection and met all local, state and federal regulations and design criteria. Santosh’s involvement ensured client satisfaction and quality control throughout all aspects of the project. MARION STREET COMMUTER BRIDGE - SEATTLE, WA Santosh was the project principal for design of a 320-foot pedestrian bridge replacement in downtown Seattle. Spans included an 80-foot asymmetrical cantilevered steel bowstring truss span and multiple concrete spans. BEAVERHEAD RIVER BRIDGE - BEAVERHEAD COUNTY, MT Santosh was the project manager for the location, preliminary, and final design of a two- or three-span prestressed concrete bridge with approaches to replace an existing 1915 steel-truss bridge and connect Lakner Lane, Sel- way Drive, and Lovers Lane to the existing SR 41 on the north end of Dillon, Montana. The project required field surveying and mapping, geotechnical investigation, environmental evaluation and documentation, traffic analysis, utilities, roadway and bridge design, right of way plans, and public involvement. NORTH MARINE DRIVE BRIDGE, ODOT - PORTLAND, OR Santosh was the project engineer for complete design, detailing, and preparation of PS&E for substructure of a three-span precast concrete girder bridge over BNRR tracks in Portland, Oregon. His project responsibilities included coordination with the prime consultant.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Choomeng Chin | Stormwater/Drainage

APPENDIX A Exeltech Consulting, Inc.

Professional Background Choomeng Chin, a civil engineer in Exeltech’s Seattle Office, has more than seven years professional expertise as a project manager and 17 years of experience as a project engineer. His varied professional site civil experience includes grading, paving, storm detention systems and reports, water quality treatments, roadway improvements, utility design, and parking designs. Choomeng can take projects from planning through construction; his com- prehensive design and construction support skills include ensuring timely responses to requests for information

35 (RFIs), preparing as-built drawings, and providing reliable construction contract administration support.

R Education s e m u s e BS, Civil Engineering, North Dakota State University, 1987

Registrations Professional Engineer: WA 1994; IL 062-056105

Professional Affiliations American Society of Civil Engineers

Relevant Experience TACOMA PUBLIC UTILITY VAULTS / WASHINGTON UNITED TERMINAL – TACOMA, WA Choomeng was the Project Engineer for the Tacoma Public Utility Vaults at the Expansion Site of the Washington United Terminal. He provided a feasibility study and cost estimates for alternative solutions to the problem of defi- cient wheel loading capacity of three existing utility vaults. Choomeng provided design and development of three alternatives as solutions. Final design and construction contract documents were provided for the chosen solution per the Port’s standards and requirements for construction. In addition to structural engineering services the con- tract included site civil engineering and construction support services. GRADING PLAN FOR WETLAND B RESTORATION - PORT OF TACOMA, WA Choomeng was the Project Manager for the design and construction drawings of the grading plan for Wetland B Restoration at Alexander Avenue. His responsibilities included preparing and delivering a grading and planting plan and site civil engineering services including technical specifications. Three drawing sheets were submitted to the Port that detailed the grading and planting plan for restoration of the wetland. INTERSTATE 5 WIDENING UTILITIES RELOCATION – TACOMA, WA Choomeng provided storm system, water and sewer system relocation design for the I-5 widening project. His responsibilities included study existing utilities and design of relocated storm system, water system and sanitary sewer for the Washington Department of Transportation and City of Tacoma Public Work Department. NE 45TH STREET VIADUCT – SEATTLE, WA Choomeng provided street improvement drainage design and combine sewer relocation for the viaduct improve- ment construction. His responsibilities also included prepare drainage report and detention study and design according to the city standards. EIGHTH STREET BRIDGES REPLACEMENTS – PORT ANGELES, WA Choomeng provided review and quality control for drainage system and water quality design for the new roadway and bridges project.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F YELM PUBLIC SAFETY BUILDING – YELM, WA Choomeng was the responsible for the civil design and construction drawings of the proposed new public safety

APPENDIX A building. This project consists of 11,200 s.f. building with new parking and 800 l.f. of roadway improvement. His responsibilities included all phases of site civil engineering design and services including temporary erosion and sediment control, paving and grading, drainage infiltration system design, water quality, drainage report, water main relocation and extension, sanitary sewer services, roadway widening and improvement, technical specifica- tions and construction cost estimation. TRANSPORTATION CENTER/PEDESTRIAN IMPROVEMENTS - BREMERTON, WA Choomeng served as the project engineer for the roadway design and utility coordination of this transportation multimodal project near the Bremerton Transportation Center and ferry terminal. His responsibilities include storm- water management design, drainage design and water quality, preparation of the Hydraulics and Drainage Report, design for temporary sediment and erosion control, and preparation of engineering cost estimates. 36 CITY OF BREMERTON COMBINE SEWER OVERFLOW (CSO) - BREMERTON, WA

R Choomeng served as the project engineer for the design of CSO project for City of Bremerton. This project con- s e m u s e sists of constructing 2,200 l.f. of 36” to 48” CSO HDPE pipes in two phases. His responsibilities include providing drainage analysis and report for the downtown Bremerton 65 acres drainage basin, CSO design, temporary sedi- ment and erosion control, preparation of engineering cost estimates and construction support. SOUTH PARK LANDFILL COMMERCIAL SITE – SEATTLE, WA Choomeng served as the project manager for the 19 acres old landfill site design. This project consists of com- mercial buildings and parking with perimeter roadway and on site roadway improvement development. Including in this design were paving, grading, 1,150 l.f. of 6’ diameter detention pipe system design with water quality and drainage report, roadway widening design and water and sewer system design, temporary erosion and sediment control, utility coordination and preparation of engineering cost estimates. Coordinate civil design with others for landfill capping design and gas extraction system. MIXED-USE AND RESIDENTIAL DEVELOPMENT – SEATTLE, WA Choomeng served as the project manager for the multiple site development design within City of Seattle. These projects consist of multi-story building and parking ranging from 5,000 square feet to 20,000 square feet lots with roadway frontage improvement. Including in this design were paving, grading, storm water detention system, water quality and drainage report, water and sewer services design, temporary erosion and sediment control, utility coordination, preparation of engineering cost estimates and construction support. SOUTH PARK LANDFILL COMMERCIAL SITE – SEATTLE, WA Choomeng served as the project manager for the 19 acres old landfill site design. This project consists of com- mercial buildings and parking with perimeter roadway and on site roadway improvement development. Including in this design were paving, grading, 1,150 l.f. of 6’ diameter detention pipe system design with water quality and drainage report, roadway widening design and water and sewer system design, temporary erosion and sediment control, utility coordination and preparation of engineering cost estimates. Coordinate civil design with others for landfill capping design and gas extraction system. U-HAUL STORAGE FACILITIES – COEUR D’ALENE, IDAHO FALLS, ID AND LYNNWOOD, WA Choomeng served as the project manager for multiple sites development design varies from 2-5 acres site. These projects consist of multi-story storage and rental facility buildings ranging from 50,000 square feet to 85,000 square feet and parking. Including in these design were paving, grading, storm drainage design with detention and infiltra- tion, water quality and drainage report, roadway widening design and water and sewer system design, temporary erosion and sediment control, utility coordination, preparation of engineering cost estimates and construction sup- port.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Leroy Slemmer, PE | Stormwater/Drainage

APPENDIX A Exeltech Consulting, Inc.

Professional Background Leroy Slemmer joined the Exeltech team after a successful 14-year career with WSDOT. His last position with WSDOT was in the Olympic Region Local Programs office, so he brings a very solid working relationship with that office to our team, which is an invaluable benefit when working with local agencies. He has design experience on more than 20 PS&E projects ranging in size from under $50k to more than $34M. His duties have included man-

37 aging Local Agency projects through the WSDOT approval processes to advertisement and award. Leroy has re- cent and relevant in-depth knowledge and experience in project management and development, project scoping, construction engineering and inspection, facilitation, survey, and preparation and distribution of change orders and R

s e m u s e right of way plans. His duties have included in all phases of PS&E preparation including design documentation, CAiCE, quantity calculations and tabulations, plan sheet production, special provisions, construction estimates, variances, design deviations, plan reviews, value engineering, addenda, and change orders

Education BS, Civil Engineering, University of Idaho, 1991

Registrations Professional Engineer: WA, 2000; OR, 2006.

Relevant Experience GRADING PLAN FOR WETLAND B RESTORATION AT ALEXANDER AVENUE - TACOMA, WA Leroy provided civil engineering services for the development of a site grading plan for the restoration of wetland B at Alexander Avenue. Leroy’s responsibilities included assisting with the preparation of a grading and planting plan, writing and assembling technical specifications, and providing check prints during the development of con- struction drawings and addressing preliminary review comments from the Port. Three plan sheets were submitted to the Port detailing the grading and planting plan for restoring the wetland. TACOMA PUBLIC UTILITIES STEAM PLANT NO. 2 DECONSTRUCTION AND DEMOLITION - TACOMA, WA Leroy serves as the project manager for this site civil project currently in progress for the Port. The project consists of developing site demolition plans and cost estimates for removal of the buildings on the former Tacoma Public Utilities Steam Plant No. 2 site. Leroy will provide intermediate check print drawings for preliminary review com- ments by the Port during the development of the final estimate and demolition plans. Five plan sheets will be submitted to the Port identifying all of the site features and structural elements for removal and demolition, as well as specifying those features to remain. ARKEMA BUILDING DECONSTRUCTION AND DEMOLITION - TACOMA, WA Leroy served as the project manager for this site civil project for the Port. The project consisted of developing site demolition plans and cost estimates for the buildings on the former Arkema Chemical Plant site. Leroy provided intermediate check print drawings for preliminary review comments by the Port during the development of the final estimate and demolition plans. Eight plan sheets were submitted to the Port identifying all of the site features and structural elements for removal and demolition, as well as specifying those features to remain. PORT BUSINESS CENTER, PARKING LOT IMPROVEMENTS - TACOMA, WA Leroy provided civil engineering services for the design and construction of a parking lot expansion for the Port at the PBC. There was a need for an additional 40 to 50 parking stalls at the PBC due to new tenants at the building. Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128FActual field measurements were compared with estimated measurements taken from an aerial photograph and ultimately coordinated with a scanned JPEG image of an as-built plan of the PBC site. Despite the initial chal- lenges of establishing a common scale between the provided hardcopy documents, Leroy was able to combine all the elements to a common scale and produce an electronic scalable drawing in AutoCAD for use by the Port to construct the revisions. The creativity displayed by Leroy maximized the number of stalls to fit in the available geometric configuration producing a design that allowed for 56 additional stalls to be built and utilized by the PBC. APPENDIX A NORTHEAST 45TH STREET VIADUCT - SEATTLE, WA Leroy served as the lead roadway design engineer from preliminary design through the final design and advertis- ing of the preferred alternative. His role included the roadway design for the viaduct approaches including en- hancement of pedestrian facilities, identification of the relocation of utilities including the CSO and natural gas lines, correction of the substandard site distance at the crest of 45th by reconstructing the vertical profile, and ensuring traffic circulation issues were addressed prior to final design. WSDOT US 101 REGIONAL CIRCULATION REPORT – ABERDEEN, WA

38 Leroy was the civil engineering lead for this regional circulation report evaluating several alternatives for improv- ing the transportation corridor within and around the cities of Aberdeen, Hoquiam, and Cosmopolis. Exeltech was selected to work with the Grays Harbor Council of Governments to update the cost estimates from the study and R

s e m u s e move forward with a prioritized list of seven projects. Leroy was responsible for reviewing and evaluating the exist- ing project descriptions and parameters of more than 30 different improvement projects that had been proposed over more than 20 years, updating the scope and budgets for each project, and prioritizing the proposed projects by ranking them against each other based on a variety of established criteria. The result was a list of suggested projects prioritized both by overall impact of improvements (short and long term) and recommendations as to how quickly some of the smaller projects could be implemented, yielding immediate results for the community while still supporting larger, long-term solutions. SOUTHEAST SIMMONS ROAD, OLD OLYMPIC HIGHWAY TO LYNCH ROAD - MASON COUNTY, WA Leroy is the civil engineering lead for this safety improvement project. The design includes nearly a mile of new roadway constructed on new alignment that will connect Lynch Road to Old Olympic Highway. The result will be a completed ad-ready PS&E package for the county to put out to bid. Leroy’s knowledge and experience with WS- DOT standards and connections with the WSDOT Local Programs office proved invaluable to the county for fast tracking the design of this project. SOUTHEAST SIMMONS ROAD INTERSECTION PLANS FOR APPROVAL - MASON COUNTY, WA Leroy was the civil engineering lead for this intersection design. Exeltech was selected to work with Mason County to design Intersection Plans for Approval to be submitted to WSDOT for review and approval because of Leroy’s experience with WSDOT design standards and affiliation with the Local Programs Branch.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F MCR Logistics LLC

APPENDIX A J. M. (Mike) Cowles Principal

Education BS in Business Administration from Central Washington University - 1988

Professional Affiliations American Public Works Association (APWA)

Years of Experience with other Firms:

39 July 2, 2009 – to present – MCR Logistics LLC November 13, 2006 – June 2, 2009 – HDR Engineering, Inc. May 31, 2005 – November 2, 2006 - HNTB Corporation

R June 16, 1969 – May 30, 2005 – BNSF Railway Company. s e m u s e

Mike has had a 36 year career with the BNSF Railway Company. Twenty of those years Mike received experience in the implementation and management of railroad/public works projects in Washington, Idaho, Oregon, Montana and British Columbia, Canada. Mike is very knowledgeable in highway/railroad crossing safety, contract negotiations, implementation, and preparation. Mike is up to date on the latest technology available in highway/railroad grade crossing safety. Mike has intimate knowledge in the processes BNSF will require when reviewing Agency plans. Mike had written the BNSF Rails with Trails policy and it is still in use today with some minor modification.

Mike has been an active member of the American Public Works Association (APWA) of Washington since 1996 and has given a number of presentations concerning railroad topics of interest at the annual APWA conferences, including a presentation on railroad issues at the APWA National Conference in San Diego, CA. In addition, he served a two-year term, 2005-2006, on the Board of Directors and is committee chairman for the Rail Sub- Committee to the Transportation Committee.

Representative Project Experience Freight Action Strategy “FAST”, WA – Mike was an active member of FAST. FAST is a nationally recognized Private/Public partnership in the implementation and construction of 13 highway/railroad grade separation projects. FAST is a partnership primarily focused on improving Freight Mobility in the Puget Sound Region. Mike was instrumental in the agency’s completion of 8 of the 13 grade separations. Five of the 13 grade separations are still in various stages of design and/or construction. The makeup of the Partnership includes Seattle, Tacoma, Everett, Kent, Auburn, Tukwila, the Ports of Tacoma, Seattle and Everett, King and Pierce Counties, BNSF Railway and the Union Pacific Railroad. Tacoma’s “D” Street grade separation was a FAST project, completed in 2005-06.

BNSF/Sound Transit Project, Tacoma to Everett, WA – Sound Transit implemented a commuter rail service from Tacoma to Everett, WA. Mike assisted with the implementation of the commuter rail service by providing expertise to crossing safety improvements involving upgrading the existing crossing warning devices, and the consolidation of crossings.

WSDOT Hi-Speed Rail Corridor - The Washington State Department of Transportation, in cooperation with AMTRAK and BNSF Railway Company are working cooperatively on the Federally Designated Hi-Speed Rail Corridor between Eugene, OR and Vancouver, British Columbia. Mike provided his knowledge and grade crossing expertise in implementing safety improvements, crossing closures and consolidations that are necessary to increase train speeds and in improving passenger service for AMTRAK along the Hi-Speed Rail Corridor.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Interstate 405 improvement project – Tukwila to Bothell, WA. – This is a $ 1.5 billion Washington State Department of Transportation (WSDOT) project to make major improvements to Interstate 405 from Tukwila, WA. to Kirkland, WA. This is a Design-Build project. Mike APPENDIX A worked with WSDOT as the Utilities/Railroad Section Manager for this project. Mike was involved in working with Project staff, private and public utility providers in identifying utility conflicts and in assisting each utility in what utility relocation or protection was required. There were also a number of highway bridges over BNSF tracks that had to be widened as the project progressed.

Steptoe Street – Railroad Bridge Structure – Kennewick, WA. – Mike was a member of the team that assisted in the design of a railroad bridge and the permitting required for survey and geotechnical work along BNSF right of way. The design of the railroad bridge was required for the future design and construction of Steptoe Street.

Oregon Bridge Delivery Partners – Oregon Dept. of Transportation – Mike was the Railroad Coordinator of a 40 $ Ten billion bridge program in the state of Oregon. Approximately 25 to 30 of the bridges cross various railroads. The primary railroads are UPRR, BNSF and the Central Oregon & Pacific Railroad. Mike was the

R primary contact person between ODOT, the partnership and the various railroads. Mike preparing crossing orders s e m u s e and the execution of construction and maintenance agreements. Preventing unnecessary delays was the primary objective of the Railroad Coordinator.

Wenatchee, WA. – Sanitary Sewer replacement project – Mike assisted the city in obtaining the permits for survey and geotech along BNSF right of way for the Sewer replacement project.

Kent,WA. – So. 228th Street Overhead Highway Bridge. Mike assisted the city in providing Liaison support in the design and agreement preparation with BNSF Railway Company.

Arlington, WA. – 67th Avenue Phase II – Subconsultant to HDR Engineering. - This project is for the widening of 67th Avenue including the completion of the Centennial Trail in Arlington, WA. The project will require making revisions to the Lebanon Street grade crossing. MCR Logistics will be coordinating all of the crossing plan reviews, diagnostic reviews between the City and the BNSF Railway Company.

Blaine, WA. – Marine Drive railroad crossing improvements – Subconsultant to HDR Engineering – The Marine Drive project is for the widening and improvements of the roadway and railroad crossing (crossing surface and new warning devices, including a way-side horn). MCR Logistics will be responsible for railroad crossing plan reviews, participate in preparing cost estimates, and the coordination between the City and the BNSF.

Bellingham, WA. – Street Resurfacing Project. – MCR Logistics recently worked with the City in its work and discussions with BNSF in its effort to remove the abandoned tracks from Meridian Street and Birchwood Avenue, including cantilevered railroad signals. Mike also was under contract with the Bellingham Parks Department in its effort to purchase railroad right of way.

Sound Transit On-Call – Sub-consultant to HDR Engineering. MCR Logistics LLC recently assisted in win of the Sound Transit On-call project. MCR Logistics will provide support concerning railroad crossing improvements, and third party coordination.

WSDOT Rail On-Call – Sub-consultant to HDR Engineering and Jacobs Engineering. MCR Logistics LLC recently assisted in the win of the WSDOT Rail On-Call project. MCR Logistics will provide support concerning railroad crossing improvements and third party coordination.

Wenatchee, WA. – Sanitary Sewer replacement project – Mike continued to work with the City after leaving HDR and started MCR Logistics. Mike helped the City in negotiating a reasonable permit with the BNSF for the Sewer replacement project resulting in considerable savings.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F DAVID PHELPS, PE, ASSOCIATE

APPENDIX A ROLE REGISTRATION Geotechnical Engineer Washington: Professional Engineer, (#36077)

YEARS OF EXPERIENCE 17 AFFILIATION

EDUCATION American Society of Civil Engineers B.S., Civil Engineering, San Francisco State University

EXPERIENCE

41 David Phelps has been a consulting geotechnical engineer in the Pacific Northwest since 1993. His experience includes conducting subsurface investigations, site reconnaissance and analysis for

R developing geotechnical design criteria and providing and supervising construction observation services s e m u s e for geotechnical aspects of site development, shallow and deep foundations, retaining structures, seawall and slope stability projects. He has conducted subsurface investigations and provided recommendations for site preparation and earthworks including cut and fill excavation, reinforced earth fills, preloading of sites, stone columns, dynamic deep compaction and shoring. David has developed design recommendations for spread footing, driven pile, augercast and cassion foundations. He has provided geotechnical design criteria for cast-in-place concrete retaining structures, soil nail and modular block walls and soldier pile walls. David has worked on a variety of geotechnical and construction observation projects including new and replacement bridges, hospitals, commercial buildings, university buildings, residential complexes, water towers, earthworks, roadways, pipelines, port facilities and offshore structures.

Port of Tacoma, Lincoln Avenue Grade Separation; Tacoma, Washington Dave provided geotechnical services, design criteria, and project management during the plans, specifications, and estimates study for the Lincoln Avenue Grade Separation project at the Port of Tacoma. The project consists of improvements to more than one mile of roadway including a 1,155 foot bridge span to transport container trucks and other traffic over the railroad throughways. Davecoordinated subsurface explorations along the existing alignment and completed design and geotechnical criteria for collector arterials , underground utility installation, sheet-pile walls for roadway support at conveyance ditches, asphaltic and concrete cement roadways for heavy traffic loads and drilled shaft foundations using LRFD design methods. Dave also provided design criteria for soil improvements to mitigate liquefaction, the use of geo-foam for bridge abutment fills to mitigate settlement and potential damage to existing nearby underground utilities. Dave is currently the geotechnical engineer of record and providing project management and oversight during construction.

Port of Tacoma, Marshall Auto Facility Bridge Access; Tacoma, Washington As part of the ongoing expansion of the Pierce County Terminal, the Port of Tacoma is constructing a 1,120 foot long elevated roadway structure and highway bridge over the Belt Link rail line and Port of Tacoma Road. The new structure is critical to the efficient transport of imported automobiles from the dock to storage and subsequent distribution by rail and truck. GeoEngineers performed studies and construction observation services to support the Type Size and Location (TS&L) study, the Plan

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Specification and Estimate (PS&E) phase of work, and the roadway and bridge construction. Subsurface explorations completed for the preliminary and final studies included hollow-stem auger borings and Cone

APPENDIX A Penetrometer Test (CPT) explorations. Engineering studies and analyses included review of existing subsurface data, subsurface explorations, laboratory soil testing, developing a detailed understanding of subsurface conditions, evaluation of approach fill consolidation settlement and embankment stability, seismic design recommendations, liquefaction analyses and development of mitigation measures (stone columns) and pile and shaft foundation design. Geotechnical responsibilities during construction included review of contractor submittals, monitoring stone column installation, monitoring earthwork and construction of wire basket faced mechanically stabilized earth (MSE) approach fills and shaft foundation excavation.

42 City of Kent, South 277th St & SE 274th Way (Green River Bridge); Kent, Washington Project Manager. This bridge is a portion of the South 272nd/277th Street North Corridor project in Kent. R

s e m u s e Topography at the project site includes steep river bank, flat-lying valley bottom, and moderately to steeply-inclined slopes in the Green River valley. Our explorations included drilling to 100 feet below ground surface. Planned improvements included about 100-foot-deep cuts into the valley slope, and new embankments up to 85 feet high that extend onto the valley floor. MSE retaining walls, up to 20 feet high with 2:1 backslopes, also were included in site development. GeoEngineers analyzed and provided recommendations for control of potential liquefaction zones, pile foundation design, and control of settlement by site preloading. Construction monitoring also was provided that included evaluation of earthwork, preload settlement, and pile installation.

Manchester Fuel Depot, Beaver Creek Bridge Design; Manchester, Washington Project Manager for geotechnical elements of this design/build project. GeoEngineers performed a geotechnical investigation and designed spread footing foundations for support of a new pre-cast concrete bridge structure. David supervised the construction of the foundations, placement of the bridge structure, provided excavation safety oversight and monitored associated backfill placement.

Treasure Island Country Club, Timber Pile Bridge Upgrade; Mason County, Washington Associate-in-charge. The existing Treasure Island Bridge was constructed around 1953 and consists of a single-lane structure with a total width of 12 feet. The bridge is nearly 800 feet long, supported at 45 pile bents and concrete abutments at either end. GeoEngineers explored subsurface conditions and provided geotechnical analyses and recommendations for bridge repair or replacement options utilizing driven steel, concrete or timber piles.

Lewis County, Newaukum Bridge 20 Replacement; Chehalis, Washington Project manager for geotechnical engineering services for the proposed replacement of the Newaukum River Bridge No. 20 in Chehalis. The purpose of our services was to conduct subsurface explorations as a basis for developing geotechnical design and construction recommendations for the proposed replacement bridge. Our scope of services included: subsurface investigation, laboratory testing, recommendations for site preparation and earthwork, design of drilled shaft foundations for support of the new interior pier and temporary bridge structure and bypass roadway recommendations. We provided recommended lateral earth pressures for design of abutment walls, and seismic bridge foundation design criteria in general accordance with WSDOT Bridge Design Manual and AASHTO Standard Specifications for Highways.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Dennis O’Neill, LG, LEG, LHG Project Role: Construction Quality Control Manager (CQAM) APPENDIX A

Summary of Experience Mr. O’Neill is a senior level Construction Quality Control Manger (CQAM), Engineering Geologist, and Hydrogeologist with over 25 years of experience managing and implementing transportation projects in the western United States and Alaska. Mr. O’Neill has successfully managed multi-million dollar quality assurance/quality control (QA/QC) and environmental programs that have been integrated with large scale design- build transportation projects. These projects were often located adjacent to 43 environmental sensitive areas including upland, intertidal and in-water work. His clients have included WSDOT, WSDOC, Sound Transit, USACE, US Navy, several major R

s e m u s e Marine Ports and Airports and cities throughout Washington State. He has successfully performed the role of CQAM and/or Environmental Compliance Manager (ECM). His unique background in QA/QC and environmental and engineering geology enables him to understand the challenges facing the design–build team and the importance of designing and implementing an integrated quality assurance and environmental program along with active construction activities.

He is currently the CQAM on the WSDOT I-405 195th Street to SR 527 Auxiliary Lane Widening project scheduled for substantial completion on June 18, 2010. This is WSDOT first design-build project with 100% federal stimulus funding (ARRA) and thus a comprehensive Quality Assurance Program including materials approval and acceptance was critical to the project success. Mr. O’Neill prepared the Quality Management Plan (QMP) and ITS Testing Plan and managed the materials testing laboratory, and coordination and review of offsite fabrication inspections and on-site soils, concrete, asphalt, steel and electrical inspectors. He also managed the overall materials approval and acceptance program, which included maintaining the ROM, RAMs and MRRs process. Mr. O’Neill clearly understands the level of documentation required by WSDOT and federal government agencies to ensure prompt payment and project close-out on design-build projects. The WSDOT I-405 195th Street project was especially challenging because of the following items: (1) an accelerated project schedule with substantial completion in 10 months, (2) majority of the construction activities conducted over the wet winter months, (3) the presence of multiple environmental sensitive areas (wetlands and steams) within the project corridor, (4) limited site access, and (5) high visibility with state and federal representative as a result of the ARRA funding.

Mr. O’Neill is also the acting CQAM and ECM on the Sound Transit Everett Station Track Layover Project. He prepared the QMP, Environmental Work Plans (SWPPP) and Hazardous Materials Handling Plan following WSDOT standards and designed the on- site stormwater management and dewatering program. This project is scheduled to be completed in September, 2010.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128FO’Neill Resume Mr. O’Neill has successfully completed the USACE Contractors Construction Quality Control Program required for federal projects. Based on his experience, he was selected APPENDIX A as CQAM and Environmental Compliance Manager on several large complex combined environmental and construction related projects at three large Army and Navy military installations. These programs required both environmental and QA/QC material testing and special inspections services. The Environmental Program included comprehensive environmental testing, tracking of hazardous waste disposal, air and noise monitoring, stormwater and erosion control monitoring and materials testing and special inspections of soils, concrete, structural steel, and asphalt. This work was conducted on the Puget Sound and thus required a detailed in-water and stormwater monitoring program

44 throughout the project. He also managed a perimeter air monitoring program designed to obtain background information for potential litigation protection. R s e m u s e Work Experience 2008-Present O’Neill Environmental Services (OES)/TransGroup, Principal 1996-2008 Kleinfelder Inc., Bellevue, WA. Principal Engineering Geologist, Environmental Hydrogeologist and Construction Quality Control Program Manager, Special Projects Group and Construction Design-Build Services. 1988-1996 Dames & Moore, Inc. Senior Project Manager and Construction Quality Control Manager in the Construction Services and Environmental Group. 1980-1986 University of Southern California Geological Laboratory Technician and Field Geologist 1978- 1980 Institute of Marine and Coastal Studies, USC, Marine Technician. Geotechnical and Geophysical Field Sampling and Laboratory Supervisor

Education MS Hydrogeology/Geology, University of South Carolina, 1988 BS Geology/Engineering Geology/Geochemistry, University of Southern California, 1986 AS Marine Technician, Orange County College, Costa Mesa, California, 1978

Registration/Certification Washington State Licensed Engineering Geologist (1573) Washington State Licensed Hydrogeologist (1573) Washington State Licensed Geologist (1573) USACE: Construction Quality Management for Contractors, Certification, 1995 & 2004 Registered Brownfields Professional (2007) Certified Erosion and Sediment Control Lead, ID# ECO-3-7140916 Hazardous Materials Transportation Certification 49 CFR 172.704), U.S.D.O.T., 2000 Underground Storage Tank Program Site Assessor, Washington, 1989 Marine Technician, Certificate of Training, State of California, 1980

MurrayO’Neill Resume Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Ian Wingard Project Role: Environmental Compliance Manager (ECM) APPENDIX A Summary of Experience

Iain is an associate environmental scientist with 18 years of experience in environmental investigation, remediation, compliance, and permitting, He has provided expertise for a broad range of projects including: sediment investigation, remedial design, and remediation management; industrial site investigation, remediation, and redevelopment; municipal/industrial facility permitting and agency negotiations; environmental evaluations for property transfers;

45 legal support; and environmental compliance programs development and review. Iain is particularly experienced with projects involving work plan development and implementation;

R data collection, evaluation, and interpretation; quality control/quality assurance; and construction s e m u s e management, including contractor selection, coordination, and oversight. Iain brings a balanced perspective to identifying, interpreting, and applying local, state, and federal policies and regulations, enabling him to provide assistance for a wide variety of environmental projects.

Iain previously served as an Environmental Program Manager for the City of Tacoma, providing environmental assessment, compliance, and permitting expertise for a variety of municipal construction projects and industrial facilities. Iain has worked with project proponents to ensure environmental requirements have been addressed, managed multi-faceted processes for investigation and permitting of large, complex industrial facilities. In addition to resolving key issues with regulatory agencies, Iain’s work has included identification and strategy for regulatory process pathways, oversight of process documents, and preparation reports and permit applications.

Work Experience 2009-Present GeoEngineers Inc. Tacoma, WA, Associate Environmental Scientists 1999-2009 Floyd Snider, Tacoma, WA. Senior Environmental Scientist RI/FS, Sediment Characterization and Remediation. Groundwater Cleanups. 1995-1999 ReTech Inc. Renton, WA. Project Environmental Scientist Site Characterization and Remediation, Groundwater Studies.

Education

BS Environmental Science, Policy and Assessment, Western Washington.

Project Descriptions

■ Thea Foss and Wheeler-Osgood Waterways Sediment Remediation, Tacoma, WA. As part of this project, Iain provided oversight of cleanup activities, managed compliance with environmental and cleanup criteria, supported the City of Tacoma in agency negotiations, documented completion of cleanup activities and developed the post-construction Operations,

Murray MorganIan Wingard Resume Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Maintanence and Monitoring Plan. The Thea Foss and Wheeler-Osgood Waterways project consisted of dredging and disposal of over 500,000 cubic yards of contaminated sediment, APPENDIX A sediment capping, enhanced natural recovery and natural recovery remedial actions and construction of five habitat mitigation sites as well as removal and reconstruction of numerous marine structures. ■ 318 State Avenue Cleanup, City of Olympia, WA. Iain is the Associate in Charge and Project Manager for the investigation and remediation of property formerly used for foundry activities and for testing associated with multiple transportation laboratories. The project consists of the remediation of groundwater and/or soil contaminated with chlorinated solvents, metals and polycyclic aromatic compounds (PAHs). 46 ■ Former Mill A, Port of Everett, WA. For this project, Iain reviewed historical site records for both upland and adjacent sediments, supported development of the site investigation approach, R

s e m u s e developed investigation work plans for the former mill area, managed and oversaw site investigation tasks and provided project quality control. This project consists of phased investigation of the former mill area as part of site redevelopment. ■ Puyallup Tribal Terminal, Port of Tacoma, WA. Iain developed the work plans for the management of dredge material in accordance with the Dredge Material Management Program (DMMP), negotiated the investigation approach to acquire approval from the Dredge Material Management Office (DMMO), managed and oversaw site investigation tasks and preparation of the dredge material characterization report and acquired approval for reuse and disposal of dredged material. The dredge material characterization was performed in support of the Puyallup Tribe of Indians development of a container terminal in the Port of Tacoma. ■ Southwest Harbor Project, Port of Seattle; WA. As part of Southwest Harbor Project, Iain developed project investigation work plans, managed and oversaw site investigation tasks, and was primary author on the Remedial Investigation report. The Southwest Harbor Project consisted of the investigation, remediation and redevelopment of multiple contaminated properties to expand the capacity of Terminal 5 at the Port of Seattle. ■ Hylebos Waterway Wood Debris Program, Tacoma, WA. For the Hylebos Waterway Wood Debris Program, Iain developed project investigation work plans, managed and oversaw site investigation tasks, and developed components of the Remedial Investigation (RI) report. This project consisted of the investigation and remediation of wood debris and sediment within the Head of the Hylebos Waterway in the Port of Tacoma. ■ Kent Central Industrial Redevelopment, Kent, WA. As part of this project, Iain developed investigation work plans, managed and oversaw site investigation tasks, and developed components of the RI and Feasibility Study, provided oversight of cleanup activities, managed compliance with cleanup criteria, supported the client in agency negotiations and documented completion of cleanup activities. This project consisted of investigation, remediation and redevelopment of an approximately 20 acre former steel mill site.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No.Ian Wingard Resume P10-0128F John Dale Blisserd Project Role: Senior Level Lead Special Inspector (Concrete, Steel and Welding) APPENDIX A

Summary of Experience Mr. Blisserd is a senior level Lead Special Inspector with over 20 years of experience managing and implementing multi-million dollar large complex construction projects in the Puget Sound Region. Dale was the Lead Inspector on several large projects conducted at SeaTac International Airport and in the cities of Bellevue and Shoreline. These projects included an extensive amount of reinforced concrete, structural steel, welding and mechanical inspections. Dale maintained the overall QA inspection team and 47 worked closely with the CQAM, Port and contractors representatives to ensure the project was constructed in accordance with the contract specifications. He has extensive R

s e m u s e experience working on public-funded projects and thus understands that importance of clean accurate documentation. Dale maintains multiple Certifications in soils, reinforced concrete, pre-stressed concrete, structural steel, welding, proprietary anchor systems, and spray applied fire resistive materials.

Work Experience 2007-Present TransGroup/AAR, Redmond, WA. Senior Lead Special Inspector: reinforced concrete pre-stressed concrete, structural steel, welding and mechanical on public and private sector projects. 2000-2007 AMEC, Inc., Kirkland , WA Senior Special Inspector: soils, reinforced concrete pre-stressed concrete, structural steel, welding and mechanical on public and private sector projects. 1990-2000 PSI, Inc., Seattle, WA Special Inspector: soils, reinforced concrete structural steel, and welding on public and private sector projects.

Education Portland State University, Portland, OR, Business Administration South Seattle Community College, Non Destructive Testing.

Registration/Certification WABO Licensed Special Inspector • Reinforced Concrete • Pre-stressed Concrete • Shotcrete, • Structural Steel & Welding, • Spray Applied Fire-Resistive Materials • Proprietary Anchor Systems, • ACI Field Level 1 • Nuclear Densometer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128FJ.D Blisserd Resume APPENDIX A

Stephen R. Hanley – President Electrical Engineer, B.S.E.E. University of Florida – Graduated May 1978 Fluid Power Specialist, National Fluid Power Society, June 1992 I.D.#1022 Engineering Manager – 35 years experience in industrial application of VFD drives and electrical control systems. Expert programmer of PLC equipment.

Steve has provided the control systems integrator function on over 50 bridges. He is engaged in the design of industrial electrical control systems every day. Steve directly supervises other electrical engineers as they detail drives and integrate

48 selected components for the control systems of movable bridges. He directly supervises, reviews, and approves drawings from a staff of drafting individuals that work submitting shop drawings for movable bridge drive systems. He directly supervises a team of shop assembly technicians as they fabricate and test electrical systems for movable bridges. He R

s e m u s e writes shop witness and field functional checkout testing procedures site specific to the equipment being supplied and the particular movable bridge many times per year. He works with electrical subcontractor field electricians throughout all phases of installation. He has been present at the start-up of over 100 movable bridge control systems giving him experience and insight that could only be matched by perhaps one or two Professional Electrical Engineers in the United States. Being a regular employee not a subcontractor of the Control System Vendor and capable of dedicating no less than 20 hours per week to this project for its duration make Steve a most effective choice for Control Systems Integrator. His hands-on experience and working ability to understand, program, and troubleshoot PLC and VFD drive systems for movable bridges will be a major asset to the success of any Bridge rehabilitation.

Six recent bridge projects as follows: • Gilmerton Lift Bridge – Cheasapeake, VA - 2010 • 63rd Street Bascule Bridge rehabilitation – Miami, Florida – 2007 • Tayco Street Bascule Bridge rehabilitation – Menasha Wisconsin - 2007 • Mathers Swing Bridge replacement – Cocoa Beach, Florida – 2008 • Fremont Bascule Bridge rehabilitation - Seattle, Washington – 2009 • Treasure Island Bascule Bridge replacement – Treasure Island, Florida – 2009

Other similar movable bridge projects where Steve provided Control Integrator services as listed above:

Great Bridge located in Great Bridge, Virginia is USACE project #DACW65-00-C-0006. Started in 2001 this project was completed October 1, 2004. EHM designed and provided a PLC based electrical control system. Contact the prime contractor Tidewater Skanska – Tom Fulton 757-420-4140 or USACE project mgr. Andrew Spendlove at 757- 764-8365.

South Venice Drawbridge located in Venice FL. Started in 2002, this project was completed November 2004. EHM provided a PLC based electrical control system with relay backup. Contact the prime contractor Johnson Brothers Construction Co. – Steve Strom 941-412-0670. Engineer of Record = E.C. Driver Co. and Associates – Jim Phillips 813- 282-9886

New River RR Drawbridge located in Fort Lauderdale Florida, completed June 2005. EHM provided a PLC based electrical control system with relay emergency backup to control existing wound rotor electric motor. Contact the Florida East Coast Railroad – Mike Gay – 321-951-2532.

Jacksonville RR Drawbridge located in Jacksonville Florida, completed January 2004. EHM provided a PLC based electrical control system with relay emergency backup to control existing wound rotor electric motors. Contact the Florida East Coast Railroad – Mike Gay – 321-951-2532

Stuart RR Drawbridge located in Stuart Florida, completed June 2002. EHM provided a PLC based electrical control system with relay emergency backup. Contact the Florida East Coast Railroad – Mike Gay – 321-951-2532

Jupiter River RR Drawbridge located in Jupiter Florida, completed August 2002. EHM provided a PLC based electrical control system with relay emergency backup. Contact the Florida East Coast Railroad – Mike Gay – 321-951-2532 Murray Morgan______Bridge Rehabilitation Design-Build Project Bid No. P10-0128F 2601 SW 31st Avenue Pembroke Park, FL 33009 PH: 954-981-0023 FX: 954-981-4022 www.ehmcompany.com APPENDIX A Ashley Drawbridges Two bascule bridges located in Charleston, South Carolina Started in 2001, this project was completed May 2005. EHM provided a PLC based electrical control system with relay backup. In addition, EHM supplied two complete drive systems. A Fincor DC drive for New Ashley Bridge and a Hubbell thyristor drive system for the Old Ashley Bridge. Contact the owner SCDOT – Robert Pinkney, John White – 843-740-1665

Grant Causeway Drawbridge A bascule bridge located in Bay Harbor Islands, FL this project was completed in 2003. EHM provided a PLC based electrical control system with relay backup and an Allen Bradley AC drive system powering their original wound rotor motors. Contact the owner City of Bay Harbor Islands – Randy Daniels – 305-866-6241

Ocean Avenue Drawbridge Bascule Bridge located in Boynton Beach, FL completed in 2001. EHM provided a PLC 49 based electrical control system with relay backup. In addition, EHM supplied a complete torque sharing DC drive system. Owner FDOT District 4 – District Secretary – 954-486-1400. R s e m u s e Flagler Street Drawbridge Emergency repairs to replace the operators control house that fell off the bridge into the water completed 2003. EHM provided a PLC based temporary electrical control system with new AC Flux Vector drives and motor control center within 6 days. Once the bridge was operational again from temporary operators control station, EHM supplied a new PLC based control with relay backup. Contact the owner FDOT District 6 – Frank Guyamier – 305- 470-5431

ADDITIONAL MOVABLE BRIDGE EXPERIENCE:

2001-Present Christi McCulluf Bridge, Cape Canaveral, FL. HWY 84. Bridge, Fort Lauderdale, FL Oakland Park Bridge, Ft. Lauderdale, FL. Dania Beach Blvd. Bridge, Fort Lauderdale, FL Indiantown Road Bridge, Jupiter, FL. Palmetto Park Bridge, West Palm Beach, FL Donald Ross Bridge, Jupiter, FL. Main Street Bridge, Sturgeon Bay, Wisconsin Roosevelt Bridge, Stuart, FL. Mathers Swing Bridge, Fort Pierce, FL Sunrise Bridge, Ft. Lauderdale, FL. Hollywood Blvd Bridge, Hollywood, FL Hillsboro Bridge, Hillsboro Inlet, FL. Congress Avenue Bridge, Oshkosh, Wisconsin Islands of Adventure Bridge, Universal Studios, Jackson Street Bridge, Oshkosh, Wisconsin Orlando, FL. Main Street Bridge, Oshkosh, Wisconsin Mantoloking Bridge, Mantoloking, New Jersey 1991-1994 McCormick Bridge, Jacksonville, FL. 1999-2000 Sisters Creek Bridge, Jacksonville, FL. Hallandale Beach Blvd. Bridge, Hallandale, FL S. W. First Street Bridge, Miami, FL. Donald Ross Bridge, Juno Beach, FL Atlantic Avenue Bridge, Pompano, FL. Ocean Avenue Bridge, Boynton Beach, FL Main Street Bridge, Daytona Beach, FL. Commercial Blvd Bridge, Ft. Lauderdale, FL Belize City Bridge, Belize, CA. Royal Park Bridge, Boca Raton, FL N. W. 27th Avenue Bridge, Miami, FL. Hillsboro Blvd. Bridge, Ft. Lauderdale, FL High Bridge, Daytona Beach, FL. Wappoo Creek Bridge, Charleston, SC Memorial Bridge, Daytona Beach, FL. Sunny Isles Bridge, Miami, FL Lansing Island Bridge, Lansing Island, FL. 79th Street Bridge, Miami, FL Bicentennial Bridge, Benton Harbor, MI 1990 & Before Tortoise Island Bridge, Lansing Island, FL. 1995-1998 Sea Breeze Bridge, Daytona Beach, FL. Pop’s Ferry Bridge, Biloxi, Miss. Hollywood Bridge, Hollywood, FL Brickell Avenue Bridge, Miami, FL. Hobe Sound Bridge, Hobe Sound, FL. Welch Causeway Bridge, Madeira Beach, FL. Brickell Avenue Bridge, Miami, FL. Southern Blvd. Bridge, West Palm Beach, FL. Treasure Island Bridge, Treasure Island, FL. Corey Causeway Bridge, Pasadena, FL. Miami Avenue Bridge, Miami, FL. Indian Rock Bridge, Madeira Beach, FL. Harbor Entrance Drawbridge, Windmill Harbor, Hilton Cortez Bridge, Bradenton, FL. Head, SC John’s Pass Bridge, Madeira Beach, FL. Belleair Causeway Bridge, Belleair Beach, FL. ______Murray Morgan Bridge Rehabilitation2601 SW 31 Design-Buildst Avenue Project Pembroke Park, FL 33009 PH: 954-981-0023 FX: 954-981-4022 Bid No. P10-0128F www.ehmcompany.com V ALLEY E LECTRIC APPENDIX A T HE C ONTRACT S OLUTION®

JEFFREY A. LANE Project Manager

Background Jeff has over thirty-five (35) plus years of Contract construction experience focusing in underground distribution and lighting, traffic signalization, intelligent transportation systems (ITS) and variable message signage. The majority of his project experience has been with WSDOT in the Pacific Northwest. 50

As a Project Manager for the past 25 plus years managing various types of

R public, private, developer/owner related projects. Jeff is well respected in

s e m u s e his field and has left owners with a record of outstanding satisfaction in the product he has delivered, due to the outstanding QA/QC procedure which we have implemented, along with a strict environmental compliance guidelines which is adhered too. As project manager for the I-90 Two Way Transit & HOV project Jeff implemented our Value Engineering which helped to maintain owner budget and to make sure that the project was completed on time and on budget. Our company Safety and project safety plan was implemented with zero time loss on the project.

Jeff’s project management responsibilities have included all aspects of job- site management, layout, computerized scheduling, discipline coordination, composite print development and structural analysis. His expertise has been with the team leadership and conflict resolution which have been shown in many areas during the projects, resulting in a project that was completed on time and on budget. He is well versed in Contract construction, writing proposals, developing budgets, pre-construction services, scheduling/coordination, major materials acquisition, close out activities, safety and client care.

Education North Seattle Community College, 4 Year J.A.T.C. Apprenticeship Program Everett Community College, Associate of Arts Degree – Architecture Various Contract Coursework Studies

Professional Puget Sound Chapter NECA Affiliations, IBEW Local 46 Certifications & Washington State Electricians License Licenses

Project Experience • WSDOT I-5 HOV Project – • SR 526 40th Ave. W. to Casino o Completed September 2008 Road HMA Overlay, Signal o (Contract Value in Excess Illumination of $18 Million) o Completed December 2008 • I-90 2 Way HOV Project o (Contract Value in Excess o Completed October 2008 of $1.7 Million) o (Contract Value in Excess • Lincoln Square Mixed-Use Project of $7.3 Million) – Bellevue, WA • I-5 Blaine ITS – Blaine, WA o Traffic/Signal/Street o (Contract Value in Excess Lighting/Utility Infrastructure of $2.1 Million ) o (Contract Value in Excess • Tukwila ITS – Tukwila, WA of $1.4 Million) (Contract Value in Excess o • High Tech West Campus Utilities, of $693,000.00) Signals and Street Lighting Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128FValley Electric Page 1 of 2 o Traffic/Signal/Street o (Contract Value in Excess Lighting/Utility Infrastructure of $203,000) • SR 20 Tunnel Lighting o (Contract Value in Excess APPENDIX A of $2.2 Million) o Tunnel lighting (Contract Value in Excess • Rehabilitation o of $83,000) – and Signal Modification • Completed April 2008 1521 Second Ave. Utilities o Signal and lighting. (Contract Value in Excess o o (Contract Value in Excess of $3.7 Million) o of $250,000) • Bremerton Terminal Physical • Block 40 Utilities Infrastructure – Signal and lighting. Bremerton, WA CCTV / o o (Contract Value in Excess Communications / Security o of $460,000) (Contract Value in Excess 51 o • of $338,000) Mountlake Loops 2006 Signal Signal and lighting. • Lakeway Drive – Bellingham, WA o (Contract Value in Excess R Traffic/Signal / Street Light o

s e m u s e o of $16,000) Systems • Mountlake Terrace Signal o (Contract Value in Excess Modification of $162,000) Signal and lighting. th o • WSDOT SE 8 and I-405 Joint Use o (Contract Value in Excess Transportation Project – of $127,000) o Bellevue, WA Lighting / ITS • WSDOT System Wide Ferry o (Contract Value in Excess Terminal Phase 2 of $397,000) o Signal and lighting. • The Port of Seattle Terminal 18 o (Contract Value in Excess Gate Redevelopment – Seattle, of $ 430,000) WA • SR 526 o Lighting / Traffic Signals o (Contract Value in Excess of $10,000) o (Contract Value $704,101) • • Alderwood Mall South Snohomish TSP Priority( Renovations/Additions – WSDOT) (Contract Value in Excess Lynnwood, WA o Signals / High-Mast Lighting of $416,000) o • Bel-Red Road (Contract Value $1.8 o o New Signals at Bel-Red Million) Rd. and NE 30th for the City • WSDOT I-5 Convention Center – of Bellevue Seattle, WA o (Contract Value in Excess o Underdeck Lighting of $272,000) • Merrill Creek Parkway Signals o (Contract Value $2.75 Million) o New Signals on Merrill Creek Parkway at various • Elliott Bridge Traffic Signal locations Revision Work – Seattle, WA (Contract Value in Excess Completed 2005 o o of $530,262) (Contract Value in Excess o • th of $398,400) SR9/176 Street SE to Marsh Road I/S • WSDOT Bainbridge Ferry (Contract Value in Excess Terminal – In Progress to be o of $2.2 Million) completed in 2006 o • 244th Street Lighting (Kassell o (Contract Value in Excess of $ 489,000) Construction (Contract Value in Excess • WSF System wide Toll Booth o of $80,500.00) Improvements. - All WSF • Eastside Catholic High School o Terminals in Western Washington. Signal and ( Contract Value in Lighting o (Contract Value in Excess Excess of $358,000) o of $203,000.00) • Eastside Catholic High School – o Signal and lighting. Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128FValley Electric Page 2 of 2 Appendix B Project Profiles APPENDIX B

Steel Cantilevers/Overhang Replacement Movable Rehabilitations/Repairs/ReplaceElectrical/Controls Replacement/Repairs O&M Manuals/Training Operations Staff Movable Design-Build Bridge/Structure Rocker Bearings/Bearing ReplacementPre-stressed Concrete Bridge Repairs Vertical Lift Bridge Repair/Construc Painting (Lead Removal and Paint Concrete Girder Repairs/Replace PCL/H&H Steel Floorbeams Replacement Steel Truss Deck Replacement Other Design-Build/CM@Risk Government/Agency Fundin Roadway Deck Membrane Stormwater Catch Basins Replace Barriers/Rails Team Mechanical Repairs Lightweight Concrete Expansion Joints Seismic Retrofit CounterweightsHistoric Bridge Experience Load Ratin Spall Repair PCL H&H t g ) g 1 Freeport Swing Bridge Replacement w/ Vertical Lift yy y yyy yyy 2 Victoria Barge Canal Lift Bridge y y y yyy y y y yy

3 Main Street Vertical Bridge Rehabilitation y y y yyyyy y yyy yyyy 1 4 Gilmerton Vertical Lift Bridge (New) yyy yyyyy y yyy yy 5 S-310 Lock Refurbishment y y y yyyy yyy yy

6 Ben Sawyer Swing Bridge Replacement yy y yyyyyyyyyyyyy yyyyyyyy P t c e j o r 7 17th Avenue Bascule Bridge Rehabilitation yy y y yyyyyyyyyyyyyyy y yy 8 Sheridan Street Bascule Bridge Rehabilitation yy y y yy yy y yyy y yy 9 14th Street Bascule Bridge Rehabilitation yy y y yyyy yyy y yyy y yy 10 Royal Park Temporary Bascule Bridge y y y yyyy y y yyy yy P 11 Flagler Street Emergency Bascule Repair yy y y yy yyy y y y yy s e l i f o r 12 Dupont Bridge Demolition yy yy 13 Parker and Atlantic CM@Risk Bascule Bridges yy yy yyyy yyy y yyy y yy 14 Mathews Bridge Deck Replacement yy y yyy y y y yyy y 15 Hart Bridge Rehabilitation (2001) y y yy yy y 16 Hart Bridge over St. Johns River on SR-228 Rehabilitation y y yyy yy y 17 Indiantown Road Bascule Bridge Replacement y y yyyyyyyyyy yyy yy 18 North Bridge Bascule Rehabilitation y y yyy y y yyyyy yy 19 Hollywood Boulevard Bascule Bridge Rehabilitation yy y yyyy yyyy yyy y yy 20 PGA Boulevard Bascule Bridge Repairs yy y yy yyy y y yy 21 SR-84 New River Bascule Bridge Rehabilitation yy y yyyy yyyy yyyyy y yy 22 Dania Beach Bascule Bridge Rehabilitation yy y yyyy yyyy y yyy y yy 23 Mathers Swing Bridge Rehabilitation yy y yyyy yyyyyy y y yyyy 24 I-75 / Turnpike NB Ramp Rehabilitation y y y y yy 25 Ft. Lauderdale Airport Interchange yyyy yyyyy 26 I-95 Widening Blue Heron to PGA Blvd. yyyyyyyyy 27 Ringing Causeway Bridge Replacement y y y y yy yy yy 28 Eller Drive Loop y y y y yy y yy yy 29 I-95 Weigh in Motion Station y y y yy yy 30 Amtrak - New Cascades Maintenance Facility y y yyy yyy y y 31 I5 to 12th Avenue Seismic Retrofit y y y y yy 32 SR 520 W Lake Sammamish Pkwy to SR 202 HOV & I/C y y yy y 33 Spokane Viaduct Widening Project y y y y yyy y 34 Murray Morgan Vertical Lift Bridge Rehabilitation yyy y yy 35 Hawthorne Vertical Lift Bridge Rehabilitation yy yy 36 Marine Parkway Vertical Lift Bridge Rehabilitation yy yyyyy y yyyyy yy y 37 Duluth Aerial Vertical Lift Bridge Rehabilitation yy y yyy yy y 38 Calument River Vertical Lift Bridge Rehabilitation yy yy y y 39 Benjamin Harrison Vertical Lift Bridge Replacement yy y yyyy yy y yyy y y 40 Ballard Bascule Bridge Rehabilitation y yyyy y y y 41 Garonne River Lift Vertical Lift Bridge (New Bridge) yyy y y y y 42 Harlem River Vertical Lift Bridge Rehabilitation yy yyyy yy y y 43 Houghton-Hancock Vertical Lift Bridge Rehabilitation yy y yyy y y y 44 Tomlinson Vertical Lift Bridge Replacement yy yyyyyyy y yy y y 45 Memorial Bridge Rehabilitation y yy y 46 Carlton Vertical Lift Bridge Replacement yy yyyyyy yy yy y 47 Roosevelt Island Vertical Lift Bridge Rehabilitation yy yyyyy y y y 48 Route 1&9T/Passiac River Vertical Lift Bridge Rehabilitation yy yyyy y 49 SR A1A/Sebastian Inlet Prestressed Concrete Bridge y yy y 50 63rd Street/Indian Creek Prestressed Concrete Bridge y yy y

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Lift Bridge Relocation (Houma­ Houma, LA and Freeport, TX Freeport) Description of project scope: Electrical, mechanical and some structural rehabilitation to 258' vertical lift span and two 29' towers on bridge in Houma, Louisiana. Bridge will then be relocated 350 miles by water to Freeport, Texas to replace a failing 288' swing span bridge. At Houma, La, scope includes removal of all rest piers, abutments, fenders and 2 generator building. At Freeport, TX, scope includes removing existing pivot pier, modifying swing span,

P driving piles, building rest piers, installing towers and lift t c e j o r span.

P s e l i f o r

Applicability and relevance of the referenced project to his project: • Lift span • Movable bridge repairs • Electrical controls replacement • Machinery modifications Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction to be complete 2011 PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $11.9 million Private (Union Pacific) Customer and owner: Key project contact of Submitter for the given project: Union Pacific Railroad Co. Jim Schneiderman, Construction Manager 813-781-0047 Key project contact of the customer e-mail phone number Michael Britt, PE (Owner’s Rep) [email protected] 717-790-9565 x250 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 4909 Louise Drive, St. 201 PCL Civil Constructors, Inc. Mechanicsburg, PA 17055

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Victoria Barge Canal Lift Bridge Victoria, TX Description of project scope: Remove and replace electrical/controls components, refurbish machinery, perform structural steel repairs on existing railroad lift bridge. Towers are 74.67’high from the water, 21.24’ wide and 110.34’ (lift span) in length. Scope also included cleaning and replacement of operating counterweight ropes, replacement of rail signal system, replacement of rail joints and ties, cleaning

3 and painting of structural elements, maintaining lift span operation and coordination with Union Pacific Railroad.

P

t c e j o r

P

s e l i f o r Applicability and relevance of the referenced project to his project: • Lift span • Movable bridge repairs • Electrical controls replacement • Machinery modifications • Structural Steel Repairs • O&M Manuals Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2010) PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $3.7 million Private (Victoria County Navigation District) Customer and owner: Key project contact of Submitter for the given project: Victoria County Navigation District Gayle Grady, Sr. Project Manager, 727-639-8138 Key project contact of the customer e-mail phone number Billy Settles [email protected] 361-575-0474 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 1934 FM 1432 PCL Civil Constructors, Inc. Victoria, TX 77905

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Main Street Bridge Rehabilitation Jacksonville, Florida Description of project scope: This vertical lift bridge over the St. John’s River underwent significant structural steel repairs and repainting of the structure by containment, lead removal, employing an SP10 blast finish and recoating of the bridge. The FDOT provided multiple time-critical bridge closures to PCL to facilitate structural steel repairs. PCL

4 coordinated waterway restrictions and bridge openings with the US Coast Guard.

P t c e j o r

P s e l i f o r

Applicability and relevance of the referenced project to his project: • Steel repairs • Containment of structure for removal of lead based paint and final coatings • Maintenance of Traffic • Concrete repairs Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2004) PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: 1.4 million (PCL’s subcontracted portion) FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 2 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Stephen Haney (JEA – Owner’s Rep) [email protected] 904-744-3368 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 2198 Edison Ave., MS 2803 PCL Civil Constructors, Inc. Jacksonville, FL 32204 • Ankur Talwar • Alan Dale

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Gilmerton Lift Bridge Chesapeake, VA Description of project scope: This bridge, spanning the Elizabeth River navigable channel includes the removal of an existing bascule bridge and complete replacement with vertical lift bridge. Replacement bridge over the Southern Branch of the Elizabeth River entails a vertical lift bridge that raises the vertical clearance from 19' during the closed position to 5 39'6” and 136'9”in the open position. Two Phase construction will employ a temporary trestle system to

P construct caissons and superstructure while enabling t c e j o r uninterrupted traffic. A 14 day closure will be used to erect and commission the new lift span. P s e l i f o r Applicability and relevance of the referenced project to his project: • Vertical lift bridge • New mechanical • Electrical • Controls • Self performed structural steel erection Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction to be complete 2013 PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $133.8 million FHWA Customer and owner: Key project contact of Submitter for the given project: Virginia Department of Transportation Jim Holtje, Project Manager, 813-239-7464 Key project contact of the customer e-mail phone number Mark Cacamis, PE [email protected] 727-925-2504 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 1401 East Broad Street PCL Civil Constructors, Inc. Hardesty & Hanover Richmond, VA 23219 • Andre Tousignant CEI

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: S­310 Navigation Lock Hendry County, Florida Refurbishment Description of project scope: This is PCL’s first project with South Florida Water Management District. The project was an immense success with PCL meeting our closure commitment and performing repairs (structural, mechanical, electrical and concrete) in 75 days, 30 days fewer than that proposed by our next competitor. This lock refurbishment entailed closure of the lock structure for a set period of days to perform the 6 following activities: • Structural dewater and maintenance

P •

t c e j o r Structural steel repairs • Hinge and pintle repairs • Structural containment, steel blasting (lead paint P

s e l i f o r removal) and coating • Replacement of controls and electrical • Modification and upgrades of control house • Fender system repairs Applicability and relevance of the referenced project to his project: • Structural steel replacement and repairs • Replacement of electrical and controls • Concrete repairs • Joint repairs • Lead paint removal and painting Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2004) PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $2.6 million South Florida Water Management District Customer and owner: Key project contact of Submitter for the given project: South Florida Water Management District Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Michael Hiscock [email protected] 561-682-6184 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: B-1 Building, 3rd Floor PCL Civil Constructors, Inc. 3301 Gun Club Road • Ankur Talwar West Palm Beach Florida 33406 • Alan Dale

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Name of Project: Location of Project: Charleston, South Carolina

APPENDIX B Ben Sawyer Swing Bridge Design­ Build Description of project scope: The Ben Sawyer Swing Bridge Replacement is a Design/Build project that consists of demolition and reconstruction of the 1,154’ bridge superstructure. The new approach spans are being constructed on temporary bents and moved into position during a seven day closure period. The new 245’ swing span is being floated into position during the same seven day closure.

PCL and H&H worked in collaboration on this design-build project to design and construct a new swing span. The swing span, complete with machinery, electrical, controls 7 system, lightweight concrete, roadway deck and control house were floated into position, set on a pivot pier and P

t c e j o r made functionally operational successfully in February 2010, during a 10-day bridge closure.

P

s e l i f o r These innovations will be necessary to meet the owner’s 7- day closure restriction. In addition to design, PCL is required to complete permit approvals and manage the public information efforts. Design efforts include structural steel, geotechnical analysis, seismic analysis, control house, approach modifications and maintenance of traffic. Applicability and relevance of the referenced project to his project: • Design-Build • 10-day closure • PCL proposal scored highest grade (94) • Significant construction engineering • Swing span and Superstructure relocation • Control house construction • Complete overhaul of mechanical, electrical, and controls systems. • Self performed steel erection • Concrete/spall repairs • Construction new concrete superstructure on steel beams • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction close-out (June 2010) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $31.4 million 100% FHWA Customer and owner: Key project contact of Submitter for the given project: South Carolina Department of Transportation Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Mr. Leland Colvin [email protected] 803-737-4202 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 955 Park Street PCL Civil Constructors, Inc. Hardesty & Hanover P.O. Box 191 • Ankur Talwar y Tim Noles Columbia, SC 29202-0191 • Alan Dale • Andre Tousignant

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Name of Project: Location of Project:

APPENDIX B NW 17th Avenue Bascule Bridge Miami, Florida Rehabilitation Description of project scope: This project included structural steel refurbishment and replacement, sidewalk and roadway grating replacement, concrete spall repair, structural steel painting including lead abatement, class V cleaning and coating, and mechanical and electrical work including span lock replacement.

The contract was awarded as a bid-build project with a low bid price of $5.8M. Immediately after

8 award, in the aftermath of the I-35 bridge collapse in Minneapolis, Miami-Dade County closed the bridge to all traffic. Rather than completing P

t c e j o r patchwork repairs, the Owner agreed to two significant change orders, totaling $4M, to replace

P structural steel members and the existing

s e l i f o r machinery. PCL subcontracted H&H to design the changes and completed design, procurement and construction in 210 days. H&H worked collaboratively with PCL and PCL’s team of machinery and structural steel suppliers to ensure no time delays and to address field issues. The construction team worked three continuous shifts to accomplish the aggressive milestone completion. Applicability and relevance of the referenced project to his project: • Innovative techniques to eliminate patchwork and provide complete component replacement • PCL worked in collaboration with H&H to design, procure and construct the project in 210 days. • Significant concrete repairs and partial deck replacement • Replace floorbeams and stringers • Electrical/Controls upgrades • Mechanical repairs – implemented a hydraulic motor in of trunnion based machinery to operate the bridge • Load rating • Design-build • Replace overhangs (concrete and steel) • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2008) PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $9.8 million Miami-Dade County Customer and owner: Key project contact of Submitter for the given project: Miami-Dade County Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Mr. Octavio Marin [email protected] 305-375-2116 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Stephen P. Clark Center PCL Civil Constructors, Inc. Hardesty & Hanover 111 NW 1st Street, St. 17-202 • Ankur Talwar y Tim Noles Miami, Florida 33128 • Alan Dale Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Sheridan Street D/B Bascule Bridge Broward County, Florida Rehabilitation Description of project scope: The Florida Department of Transportation let the Sheridan Street Bascule Rehabilitation as a design-build project in order to assess the viability of the design-build delivery mechanism on bascule restorations.

The PCL/H&H Team utilized innovative design and construction methods to minimize construction costs and accelerate construction. Architectural modifications 9 were coordinated with the City of Hollywood. PCL lead the design process by selecting cost effective

P solutions. PCL furnished a five year warranty on t c e j o r components.

P Some of the major work items included in this project s e l i f o r included: • Modification (shortening) of the existing counterweights • Replacement of eight existing hydraulic cylinders • Refurbishment of the control house • Concrete repairs • Removal of lead based paint/re-coat bridge Applicability and relevance of the referenced project to his project: • Structural Steel repairs • Counterweight modifications • Design-Build • Public involvement • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2003) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $2.1 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Peter Nissen [email protected] 954-977-4384 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3400 W. Commercial Blvd. PCL Civil Constructors, Inc. Hardesty & Hanover Ft. Lauderdale, Florida 33309 • Ankur Talwar y Tim Noles • Alan Dale

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: 14th Street ICWW Bascule Bridge Broward County, Florida Rehab Description of project scope: The 14th Street Bridge project was a design-build bascule bridge rehabilitation that included major structural steel replacement, hydraulic refurbishment, electrical modifications, and safety and aesthetic improvements. The original scope included patching existing steel members. 10 However, PCL and H&H worked in collaboration and used an innovative

P approach including replacing structural steel t c e j o r floorbeams, stringers, sidewalk brackets, grating and barrier wall. This project was P delivered on an aggressive schedule with s e l i f o r minimal closure time to reduce impacts to the traveling public. The aggressive approach to the project allowed the project team to achieve the maximum allowable closure bonus. In addition, this project received the 2007 Design-Build Institute Award for Rehabilitation/ Renovation/Restoration. Applicability and relevance of the referenced project to his project: • Design-Build movable • PCL employed a local designer and completed design, procurement and construction in 210 days. • Modify bascule overhands • Replace floor beams and stringers • Hydraulic equipment upgrades • Concrete repairs • Load rating • Controls modifications • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2006) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $5 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Peter Nissen [email protected] 954-977-4384 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3400 West Commercial Boulevard PCL Civil Constructors, Inc. Hardesty & Hanover Ft. Lauderdale, Florida 33309 • Ankur Talwar y Tim Noles • Alan Dale • Chris Johnson

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Name of Project: Location of Project: APPENDIX B Royal Park Temporary Bascule West Palm Beach, Florida Design­Build Bridge Description of project scope: In an emergency situation in October 1999, the Florida Department of Transportation shortlist three contractor- designer teams to submit design-build proposals for the SR-704 Royal Park Temporary Bridge project. The teams had just over one month to prepare conceptual designs, technical proposals and pricing for fast track design and construction of a temporary bascule bridge. The goal was to get traffic off of the failing existing bridge and on to the new temporary 11 bridge as quickly as possible. FDOT accepted the proposal presented by PCL Civil

P Constructors and a designer, which included a t c e j o r steel structure and concrete deck. PCL’s innovative design and construction methods P saved the FDOT $6 million dollars from the s e l i f o r second bidder. PCL floated bascule leaf components from the existing structure using the tides for lifting, eliminating the cost of renting a large water borne crane. PCL’s designer designed a steel space frame to support the bascule leafs on the temporary bridge. PCL received a $300,000 bonus for on time completion of a very aggressive 12-month schedule. The bridge is 1200’ in length over the Intracoastal Waterway between West Palm Beach and The Town of Palm Beach.

The temporary bridge was operational in 1999 and removed in September 2004 to coincide with completion of the permanent structure by others. PCL operated and maintained the bridge for the bridge’s operational life.

This project, with the support of FDOT, was awarded a National Design-Build Award for Civil Project under $15M for innovative construction techniques, partnering and the Design-Build Team’s responsiveness. Applicability and relevance of the referenced project to his project: • Design-build movable Bridge • New concrete approaches on steel • Refurbish existing steel and machinery • New electrical controls Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (1999) PCL Civil Constructors, Inc. Maintenance and deconstruction • Ankur Talwar complete (2004) Capital costs: Sources of funding: $10 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Deborah Ihsan [email protected] 561-432-4966 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 7900 Forest Hill Blvd. PCL Civil Constructors, Inc. West Palm Beach, Florida 33413 • Ankur Talwar • Alan Dale Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

Name of Project: Location of Project: APPENDIX B Flagler Street Emergency Dade County, Florida D/B Bridge Reconstruction Description of project scope: On July 14, 2002, the existing Control Tower at the Flagler Street Bridge in Miami sheared away from the bascule pier and landed on the ground. On July 24, 2002, PCL’s design-build team was awarded the emergency contract to provide a temporary control house complete with new controls and bridge electrical for temporary bridge operation and in turn construct a new permanent facility equipped with permanent electrical and controls.

H&H, on behalf of the client, prepared the project scope package and was the Owner’s EOR and CEI, reviewing plan 12 submissions, shop drawings and providing field quality control inspections.

P The temporary control house consists of a 14’ x 32’ office t c e j o r trailer supported on the south bascule pier wall by structural steel support brackets. The structure houses the bridge P tender, electrical drive systems and controls. The s e l i f o r permanent structures consists of: • 24” Diameter Auger Cast Piles - 6 each • Concrete Footer - 4’6” x 9’ x 13” • 36” Diameter Columns - 2 each • CIP Control House Support Slab - 12” • Field Erected Pre-Cast House - Generator, Electrical and Control Rooms • Architectural Roof, Windows, Doors, etc. • Class V finish • Reveals color in pre-cast panels Applicability and relevance of the referenced project to his project: • Design-Build Movable Bridge • Replace/repair steel overhangs, floorbeams and stringers • Replace electrical/controls system • H&H provided client CEI services • Precast Construction • Architectural features • New temporary and permanent electrical and control system Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2003) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $3.4 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 6 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Frank Guyamier [email protected] 305-470-5431 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 1000 NW 111 Ave. PCL Civil Constructors, Inc. Miami, Florida 33172 • Ankur Talwar • Alan Dale

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Name of Project: Location of Project: APPENDIX B Dupont Bridge Design­Build Panama City, Florida Demolition Description of project scope: This design build project includes the demolition, removal, and disposal of the remaining superstructure and substructure of the old Dupont Bridge over East Bay in Bay County. In accordance with contract requirements, one entire truss span will be removed (intact), transported to a pre-determined location in the 13 Gulf of Mexico, and submerged as an offshore reef.

P t c e j o r

P s e l i f o r Applicability and relevance of the referenced project to his project: • Steel truss structure • Design-build Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2009) PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $3.9 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 3 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Mr. Johnnie Kirkland [email protected] 850-767-4932 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3363 Highway 390 PCL Civil Constructors, Inc. Panama, Florida 32405 • Ankur Talwar • Alan Dale

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Atlantic Blvd. Bascule Bridge and Broward & Palm Beach County, Florida SR­5 Bascule Bridge(Parker) Description of project scope: The Parker and Atlantic Bascule Bridges were contracted under a CM@Risk contract format. H&H is the Owner’s EOR. PCL’s contract includes pre-construction services including coordinating designs, preparation of the GMP and project administration. The project scope includes structural, mechanical and electrical 14 refurbishment of two bascule bridges (Parker Bridge in Palm Beach and Atlantic Bascule in Broward County).

P t c e j o r The construction management (CM) approach is a new delivery method for the Owner. PCL’s CM responsibility includes working P with the engineer of record (H&H) and the owner to maximize the s e l i f o r rehabilitation scope within the existing budget restrictions. Extensive options analysis, scheduling, pricing, field verification, constructability reviews and long lead procurement identification services were provided. Budgetary recommendations including a fast-track approach to the construction schedule were also provided along with other services.

Applicability and relevance of the referenced project to his project: • CM at Risk • Active interaction and planning with engineer of record • Innovative scope and constructability recommendations • Hydraulic motors used to replace existing machinery • Modify steel and concrete overhangs • Widen sidewalls • Construction new control house • Lead paint removal and patining Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2009) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $11.5 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Gayle Grady, Sr. Project Manager, 727-639-8138 Key project contact of the customer e-mail phone number Mr. Fausto Gomez [email protected] 954-777-4466 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3400 West Commercial Boulevard PCL Civil Constructors, Inc. Hardesty & Hanover Ft. Lauderdale, Florida 33309 • Ankur Talwar y Tim Noles • Alan Dale

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: SR­10A Mathews Bridge Jacksonville, Florida Rehabilitation Description of project scope: The Mathews Bridge Deck Replacement Project involved the replacement of the 810’-0” channel span deck, including the demolishing of 42,000 square feet of roadway grating, (288)-W24x76 stringers, steel curb, guardrail and concrete median barrier wall. Once the demolition was complete, the installation

15 of new material consisted of (240)-W21x44 stringers, 42,000 square feet of grating,

P approximately 750 cy of concrete placement, steel t c e j o r curb, guardrail and steel median barrier. The electrical conduit and wiring was replaced

P throughout the project. New paint was applied to all s e l i f o r the floorbeams within the 810 lf main span as well as the new stringers. Sixteen upper-truss members and nine floorbeams were repaired to strengthen the bridge capacity. The 9-month schedule entailed a 90-day directional closure to complete the deck replacement and painting activities. H&H, working with a local design firm, was the clients design and EOR. Applicability and relevance of the referenced project to his project: • Critical FDOT D2 project • Worked closely with D2 and EOR to address procurement and design needs • Successful 90-day closure • Met intense daily traffic shifts to accommodate rush hour • Replace concrete and steel superstructure on steel truss bride with new strings, grating and lightweight concrete • Load rating by designer (H&H) and contractor Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2007) PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $14.5 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 2 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Mr. Allan Moyle [email protected] 904-360-5562 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 2198 Edison Ave., MS 2803 PCL Civil Constructors, Inc. Jacksonville, FL 32204 • Ankur Talwar • Alan Dale • Chris Johnson

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Hart Bridge Rehabilitation (2001) Jacksonville, FL Description of project scope: The Hart Bridge Repair project in Jacksonville, Florida involved repairs to the existing 1.5 km long steel truss bridge, approximately 42 meters above the mean water level, spanning the St. John's River. The four-lane bridge serves as a major artery for access to the downtown core. Repairs included installation of fiberglass reinforced handrail and structural steel ladders and platforms for improved maintenance access and upper and lower deck steel

16 truss repairs, as well as bronze bearing pad replacement. The majority of these repairs entailed nighttime bridge closures incorporating crash trucks, dragnets and off duty officers. Work included: P t c e j o r • Replacement of 23 each bronze bearing sole plates • Replacement of 220 kg of high strength structural steel bolts at 42

P truss locations. s e l i f o r • Installation of 4500 lb of 5900 lb of ladders, platforms and handrail at four piers. • Replacement of 112 each high strength Hilti Anchor Bolts for roadway lighting • Removal of 3400 lb of existing ladders and platforms at four locations • Installation of 750 M of 1353M of FRP handrail along the suspended bridge inspection walkway. Applicability and relevance of the referenced project to his project: • Steel trust bridge • Structural Steel repairs • Replace steel plates • Modify rocker bearings Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2001) PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $1.3 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 2 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Carrie Stanbridge [email protected] 904-360-5564 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 1109 South Marion Avenue PCL Civil Constructors, Inc. Mail Station 2002 Lake City, FL 32025

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Hart Bridge over St. Johns River on Jacksonville, FL SR­228 (Bridge No. 720107) Rehabilitation Description of project scope: This project entails steel rehabilitation, lighting modification and painting on State Road 228, Hart Bridge in Jacksonville, FL. PCL is the AISC structural steel repair subcontractor to a painting general contractor. PCL's scope of work includes the rehabilitation of the expansion joints, structural steel rehabilitation, rivet/bolt replacement, replacing the grating on the existing catwalk,

17 and modifying existing bridge drains. The poured expansion joint rehabilitation with

P backer rod will include removing and t c e j o r replacing 2,830 linear feet of expansion joint in various locations of the bridge. The steel

P rehabilitation includes anchor bolt s e l i f o r replacement, sole plate replacement, reinforcing the existing gusset plates, and various plates & angle replacement. PCL will also replace approximately 3,500 deteriorated rivets/bolts in various locations along the truss. Approximately 6,245 square feet of catwalk grating will be replaced, along with its clip angle connections. The existing bridge drains will be modified in 136 locations. Applicability and relevance of the referenced project to his project: • Substructure • Floorbeams • Stringers • Bracking and cord repairs • Repairs to existing rocker bearings Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction nearing completion (2010) PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $4 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: M & J Painting Company Company of Ohio for Gayle Grady, Sr. Project Manager, 727-639-8138 Florida Department of Transportation, District 2 Key project contact of the customer e-mail phone number Mike Kerpelis [email protected] 330-755-4988 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 2 Short Street PCL Civil Constructors, Inc. P O Box 604 Campbell, OH 44405

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Indiantown Road Bascule Bridge Jupiter, Florida Replacement Description of project scope: The Indiantown Bascule Bridge was constructed over the Intracoastal Waterway. The span over the waterway included structural steel along with machined mechanical components and hydraulics. Approaches included AASHTO girder bridges along with temporary and permanent reinforced earth walls. The control house for the bridge included everything from control panels and generators to marine toilets and bullet proof glass.

18 This bridge consisted of a twin single leaf, skewed, bascule bridge. The

P Indiantown Road Bascule Bridge is a replacement bascule bridge. The 6- t c e j o r lane bridge entails two parallel bascule leaves. The bridge is operated hydraulically using four hydraulic cylinders per leaf. PCL’s project scope

P included two structural steel approaches, new foundations and bascule s e l i f o r rest piers and 15 concrete approach spans (pre-stressed beams, CIP deck). Scope also included ladders and platforms, electrical, lighting, stormwater drainage, painting of the new structure and demolition and removal of the existing structure.

PCL coordinated the color scheme, landscaping and miscellaneous architectural features with the Town of Jupiter, including daily coordination during utility installation. Responsibilities included protecting marine species adjacent to the project. Applicability and relevance of the referenced project to his project: • Moveable bridge • Architectural features including lighting, handrails and control house. • Public involvement • New bascule counterweight • New concrete and steel girder approaches • Bridge hydraulics • New bridge electrical and controls • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (1999) PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $30 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Deborah Ishan [email protected] 561-434-3900 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 7900 Forest Hill Blvd. PCL Civil Constructors, Inc. West Palm Beach, Florida 33413 • Ankur Talwar

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

Name of Project: Location of Project: APPENDIX B North Bridge Bascule Rehabilitation Ft. Pierce, Florida Description of project scope: The 7-month project on this two lane bridge entailed significant concrete, structural steel, machinery, mechanical controls and fender repairs to the existing moveable bridge. Daily lane closures were employed. The FDOT provided a critical 35-day closure to complete critical segments of the work. The PCL Team completed the work in 30-days achieving an early completion bonus. PCL also achieved a project end bonus for early completion of the project.

To perform repairs to the machinery, temporary hydraulics were employed. Structural steel containment, SP10 surface preparation and coating with an inorganic

19 zinc paint system was performed. Scope of work items included:

P • Replaced all machinery, gears and t c e j o r hydraulics • Widened existing concrete structures P • Removed/Replaced bascule leaf structural s e l i f o r steel and grating • Removed hazardous materials (lead based pain) and recoated bridge • Repaired seawalls and existing concrete structure • Modified control house Applicability and relevance of the referenced project to his project: • Aggressive project schedule • Short duration bridge closure • Work completed under active traffic • Received bonus for early completion • Bascule (Drawbridge) Rehabilitation • New concrete barrier • New steel sidewalk and barrier • Control house modifications • Concrete (spall repairs) • Machinery replacement • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2003) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $7.7 million FHWA Partial and FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Mr. George Denti (retired FDOT Project [email protected] 561-684-1005 Manager) Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 2257 Vista Parkway PCL Civil Constructors, Inc. West Palm, FL 33411 • Ankur Talwar • Alan Dale Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Hollywood Bascule Bridge Broward County, Florida Rehabilitation Description of project scope: This project includes the refurbishment of bridge hydraulics, replacement of bridge electrical and controls, construction of a new architectural control house, refurbishment and upgrades to the existing control house, architectural concrete work to the approach barriers, railing and sidewalks, bascule steel 20 rehabilitation and repainting of the bridge after removal of existing lead base coatings.

P t c e j o r This project also included roadway widening and superstructure modifications, addition of sidewalks, P utility coordination, MOT and addition of curbs and s e l i f o r barriers.

H&H completed designs for the client. The project was awarded as a bid-build to PCL based on low price. Applicability and relevance of the referenced project to his project: • PCL/H&H work in collaboration • Approach ramp widening • New concrete barriers and decorative balustrade rails • Control house modifications • Mechanical and electrical • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2007) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $10.7 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Peter Nissen [email protected] 954-977-4384 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3400 W Commercial Boulevard PCL Civil Constructors, Inc. Hardesty & Hanover Ft. Lauderdale, FL 33309 • Ankur Talwar y Tim Noles • Alan Dale • Chris Johnson

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: PGA Blvd Bascule Bridge West Palm Beach, Florida Replacement Description of project scope: This project involved two existing three lane bridge structures that are side by side. The westbound bridge received minor structural modifications and repairs, while the eastbound bridge was systematically demolished down to water level and reconstructed. The demolition consisted of both eastbound bascule leaves, flanking spans and bascule piers.

21 Demolition materials were disposed at an offshore reef site. New steel was erected using a barge mounted crane. Two

P lanes of traffic were maintained on the bridge at all times t c e j o r during construction. The project was completed 120 days ahead of the Owner’s schedule. P s e l i f o r H&H was the owner’s EOR. PCL was awarded the contract based on low bid. Both teams worked together to ensure a successful project. Applicability and relevance of the referenced project to his project: • Maintained two lanes of traffic • Minimal change orders • Completed four months early • Architectural Control House modifications • New Steel approach slabs • New concrete barriers with aluminum railing • New machinery, electrical and controls • New ladders and platforms • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2007) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $16.6 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Ms. Deborah Ishan [email protected] 561-432-4966 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3400 West Commercial Boulevard PCL Civil Constructors, Inc. Ft. Lauderdale, Florida 33309 • Ankur Talwar • Alan Dale • Chris Johnson

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: SR­84 New River Bascule Bridge Broward County, Florida Rehabilitation Description of project scope: The State Road 84 Bridge Repair Project in Ft. Lauderdale, Florida, involved repairs to the existing moveable bridge located on SR-84, one mile west of Interstate 95. The bridge spans the South fork of the New River and is a four- lane five span bridge with 16-meters between bascule and rest piers. Major repairs included replacement of the bascule structural steel and grating, widening of the bridge 22 and approach sidewalks, replacement of electrical controls, restoration of operating machinery, frames and gears,

P modifications to the control house interior, replacement of t c e j o r the fender system, restoration of the approach slopes and resurfacing of the concrete decks. P s e l i f o r H&H Completed designs and contracted with FDOT. PCL was low bidder and awarded the contract. Both firms worked in collaboration to ensure a successful project. Applicability and relevance of the referenced project to his project: • Machinery modification and repairs • New concrete barriers and rails • Widening of the concrete and steel superstructure (new concrete and steel diaphragms) • Superstructure replacement • Roadway deck membrane on aging concrete • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2001) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $4.3 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Mr. Jose Velarde [email protected] 954-777-4677 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3400 West Commercial Boulevard PCL Civil Constructors, Inc. Hardesty & Hanover Ft. Lauderdale, Florida 33309 • Ankur Talwar y Tim Noles • Alan Dale

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Name of Project: Location of Project: Dania Beach, Florida

APPENDIX B Dania Beach Blvd Bascule Bridge Rehabilitation Description of project scope: The Dania Beach Boulevard (S.R. A1A) Bridge Repair Project in Ft. Lauderdale, Florida involved repairs to the existing moveable bridge located on Dania Beach Boulevard, approximately five miles south of the Ft. Lauderdale Airport. The bridge spans the Intracoastal Waterway and is a four lane, six span, two leaf bascule bridge with 43 meters between East and West bascule piers. Major repairs included: • Replacement and addition of the bascule structural steel and roadway grating • Widening of the bridge and approach sidewalks •

23 Replacement of the bridge electrical and controls • Refurbishment of operating machinery P

t c e j o r • Restoration of the control house interior • Replacement of the fender system piling,

P timbers, walkway, railing and cable

s e l i f o r • Grading and restoration of the approach slopes • Replacement of bridge joints • Abatement of lead based paint and recoating of structural steel on the approach and moveable bridge spans • Cleaning and coating of concrete surfaces • Installation of roadway barriers and traffic railing.

PCL was the general contractor on this bid-build project. H&H was the Owner’s Engineer of Record. Applicability and relevance of the referenced project to his project: • Complete refurbishment of operating machinery • Structural steel repairs • Electrical and controls replacement • Deck widening • New concrete barrier • Joint repairs • Concrete repairs • Control house upgrades • PCL and H&H worked in collaboration • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2002) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $5.6 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Mr. Rudi Batz [email protected] 954-777-4300 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3400 West Commercial Boulevard PCL Civil Constructors, Inc. Hardesty & Hanover Ft. Lauderdale, Florida 33309 • Ankur Talwar y Tim Noles • Alan Dale

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

Name of Project: Location of Project: APPENDIX B Mathers Swing Bridge Indian Harbour Beach, Florida Rehabilitation Description of project scope: Maters Swing Bridge is located in the Melbourne/Cocoa of Florida. It is a 700 ft., low level bridge with a 202’ swing span length. PCL Civil Constructors, Inc. widened the entire deck to the north 2’. PCL removed the entire steel swing span, concrete pivot pier and timber piling, and replaced with a 24” concrete piling, a new pivot pier, new machinery and a new steel span. The scope of work included: • Deck widening • Demolition of barrier and curb 24 • Replacement of barrier, curb and aluminum rail P

t c e j o r • Renovation of the control house • Widening of the swing span rest bents

P • Miscellaneous changes to gates,

s e l i f o r overhead signs, etc.

Project Fact: This bridge is one of only 9 swing bridges left in Florida. Mathers Swing Bridge Replacement was also the first complete replacement of a swing span in Florida in over 50 years. In addition, the control house had major renovations and new construction.

PCL was the general contractor on this bid-build project. H&H was the Owner’s Engineer of Record. Applicability and relevance of the referenced project to his project: • New machinery, electric and controls • Wider approaches – added prestressed concrete beams • New truss swing span • New foundations • Bridge load rating by H&H • PCL and H&H collaboration • O&M Manuals • Bridge Tender Training Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2006) PCL Civil Constructors, Inc. Hardesty & Hanover • Ankur Talwar y Tim Noles Capital costs: Sources of funding: $6.2 million Brevard County Customer and owner: Key project contact of Submitter for the given project: Brevard County Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Mr. Bruce Auchter [email protected] 321- 617-7202 mobile: 321-863-3517 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 2725 Judge Fran Jamieson Way PCL Civil Constructors, Inc. Hardesty & Hanover Building C, Suite C-303 • Ankur Talwar y Tim Noles Viera, Florida 32940 • Alan Dale • Chris Johnson Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: I­75 I­75 / Turnpike NB Ramp Miami, FL Rehabilitation / Bearing Replacement Description of project scope: The Flyover Ramp from the Turnpike (N.B.) to I-75 (N.B.) in Miami-Dade County, Florida involved repairs to the existing .65

25 km long two lane segmental bridge. Repairs included replacement of existing neoprene bearing pads, adjustment and P

t c e j o r shimming of expansion joints, crack injection and spall repair and installation of post tensioning strand for concrete P

s e l i f o r reinforcement. Above deck repairs and neoprene pad replacement required nighttime bridge closures to perform portions of the work.

Applicability and relevance of the referenced project to his project: • Bearing replacement • Concrete repairs • Joint Repairs Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2001) PCL Civil Constructors, Inc. • Ankur Talwar Capital costs: Sources of funding: $1 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 6 Ankur Talwar, Manager, Special Project 813-760-6339 Key project contact of the customer e-mail phone number Jim Sumoski [email protected] 305-650-0016 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 1655 NE 205th Terrace PCL Civil Constructors, Inc. North Miami Beach, FL 33179 • Ankur Talwar

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Fort Lauderdale Airport Ft. Lauderdale, Florida Interchange Description of project scope: PCL completed this design-build precast segmental interchange project. This contract was the largest design-build civil project in the state of Florida. The PCL team had the lowest price, the quickest schedule and scored an unprecedented 100% on the technical proposal evaluated by FDOT, Broward County and the CEI. This project consisted of the completion of the design, and subsequent construction of the Terminal Access Roadway and Interchange improvements at the Fort Lauderdale-Hollywood International Airport. Elements included: Removal of 26 three existing segmental concrete bridges and demolition of a temporary road. Construction of seven segmental concrete box girder bridges; an upper deck bridge structure extension with several on-off ramps connecting the

P existing upper deck to one of the segmental bridges; and associated retaining walls, utilities, traffic control devices, t c e j o r signage, lighting, roadway markings, and landscaping work.

P The Fort Lauderdale International Airport s e l i f o r Interchange posed some very unique challenges. PCL was awarded a lump sum contract to design-build a new segmental bridge interchange at the entrance to the existing airport. PCL maintained the high level of traffic throughout all phases of construction while constructing eight new bridges varying in width from one to six lanes. Construction took place without interrupting traffic on US1 or the 4 active railway tracks below. This project also included the first ever demolition of three old segmental bridges.

PCL fabricated their own precast piles and segments and self preformed pile installation, substructure and superstructure installation. Applicability and relevance of the referenced project to his project: • Design-build • 7 balanced cantilever segmental bridges • High traffic area • Railroad Coordination • Complex geometry • Construction engineering services Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2003) PCL Civil Constructors, Inc. Capital costs: Sources of funding: $81 million Broward County Customer and owner: Key project contact of Submitter for the given project: Broward County Scott Updegrave, Project Manager, 403-540-8193 Key project contact of the customer e-mail phone number Mr. Jim Goodwin [email protected] 954-359-2328 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 115 S. Andrews Avenue, Rm 212 PCL Civil Constructors, Inc. Ft. Lauderdale, FL 33301

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: I­95 Design­Build Widening, Blue Palm Beach County, Florida Heron to PGA Blvd. Description of project scope: This project consisted of widening I-95 from a six lane configuration to ten lanes, including auxiliary and HOV lanes for a distance of 2.6 miles. The project was a four (4) phase project with structures in the median constructed first along with temporary road in the median. Phase II moved southbound traffic to the median to construct southbound roadway and bridges. Phase III moved southbound traffic to its final configuration and northbound traffic 27 to the median for construction of the northbound roadway and bridges. The final phase entailed reconstruction of the median for the final configuration.

P t c e j o r PCL’s work included demolition of three (3) structures and construction of new foundations of 18” piles, cast in place footings, end bents and decks as P replacements for the bridges and temporary steel sheet pile walls for each s e l i f o r of the bridges. A platform over an existing culvert with 18” piling and cast in place deck was also included. Off ramps had closure limits, however were completed ahead of schedule and PCL received the maximum bonus. Construction of 2.3 miles of 22’ high precast sound wall was also a major element of the project. Completing the sound wall portion required extensive utility coordination. Finally, demolition of multiples structures were complete in one night closures, for each section. Applicability and relevance of the referenced project to his project: • Design-build project • New cast-in-place concrete decks • New concrete barriers • Modification of existing bridges • Permit Coordination Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2006) PCL Civil Constructors, Inc. Capital costs: Sources of funding: $81 million FHWA Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Jeff Moore, Project Manager, 561-722-6490 Key project contact of the customer e-mail phone number John Thompson [email protected] 954-777-4680 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3400 W Commercial Boulevard. PCL Civil Constructors, Inc. Ft. Lauderdale, FL 33309

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Ringling Causeway Bridge Sarasota, Florida Replacement Description of project scope: This Design-Build project consisted of constructing a new precast segmental bridge structure spanning over Sarasota Bay. In total, the structure is 3,100 feet long and 106 feet in width. This unique bridge is composed of a single box structure that is erected in halves making it one of the widest single box segmental bridges in North America. Lighting was designed to the Department’s highest standards for aesthetic purposes. The contract also included demolition of the existing structure and reconstructing 28 the adjacent green spaces in coordination with the City.

P t c e j o r The Ringling Causeway Bridge is a high level long span multi land bridge over a P navigational channel in a recreation s e l i f o r community. The City of Sarasota has a highly publicly active community. PCL led the Community awareness program for FDOT from the onset. Our involvement ranged from presentations to the city council to sell the aesthetic features of the bridge, to PCL’s public information Web site that kept all informed of schedule issues and traffic changes. Applicability and relevance of the referenced project to his project: • Design-build • Major water crossing • 300’ balanced cantilever segmental • Complex geometry control • Construction engineering services • Public involvement • Permit Coordination Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2003) PCL Civil Constructors, Inc. • Patrick Malone Capital costs: Sources of funding: $57 million FHWA Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, Sarasota Patrick Malone, Project Manager, 206-919-3563 Construction Key project contact of the customer e-mail phone number Mr. Albert Rosenstein, PE [email protected] 941-359-7356 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 1838 - 61st Street PCL Civil Constructors, Inc. Sarasota, FL 34243 • Patrick Malone

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Eller Drive Loop Design­Build at Broward County, Florida US­1 Description of project scope: This project included the design and construction of a ramp and bridge from westbound Eller Drive to US-1 southbound, in addition to the widening of US-1 southbound bridge over I-595. The project included roadway improvements consisting of design and construction for drainage, lighting, signing, striping, MSE walls and utility coordination. During construction, subsoil

29 conditions were encountered, which required removal and a redesign of a retaining wall to ensure the project

P would function properly. FAA coordination and wetland t c e j o r mitigation were included as part of this project.

P By working with the designer during the pursuit of the s e l i f o r project, PCL proposed several design enhancements to improve soundness of the bridge widening and elongate the ramp to reduce drainage concerns, reduce fill requirements and mitigate utility conflicts. Our Team minimized MOT phases during the design to reduce impacts to the airport and Port Everglades. Applicability and relevance of the referenced project to his project: • Design-Build • New concrete bridges • Ramp construction • Utility coordination • Concrete bridge widening • Drainage analysis and design • Permit coordination • Coordination with railroad Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2007) PCL Civil Constructors, Inc. Ankur Talwar Capital costs: Sources of funding: $7.4 million FL Department of Transportation Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Jeff Moore, Project Manager, 561-722-6490 Key project contact of the customer e-mail phone number Mr. Scott Edgar [email protected] 866-336-8435 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3400 West Commercial Boulevard PCL Civil Constructors, Inc. Ft. Lauderdale, Florida 33309 Ankur Talwar

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: I­95 Weigh­in­Motion Enforcement Martin County, Florida Station Description of project scope: This project involved the design and construction of a Weigh-in-Motion Enforcement Station and Static Scale Facilities for commercial truck traffic on Northbound I-95. The scope consists of new interstate entrance and exit ramps, concrete roadway and truck parking, curb, gutter, sidewalk, lighting, enclosed drainage and cross-drains, stormwater management ponds, pavement marking, vehicle signalization systems and signing. The scope also includes the administration building, inspection barn, and weigh-in-motion static scale. Specific details of the project 30 include: • Total ramp distance of 9,570 feet or 1.8 miles

P • Concrete paving of 38,000 sy t c e j o r • Weigh-in-motion scale • Two static scale P

s e l i f o r • Signalization includes dimensioning lasers • Administration building - 3,040 sf includes: • Concrete slab • Brick clad masonry frame • Wood truss and metal roofing system • Control room, offices, rest rooms and showers, driver’s room in a high-security environment • Well, fire-suppression system and drainage field • Inspection barn - 2,200 sf • Pre-engineered building • Concrete slab • Inspection pit

Applicability and relevance of the referenced project to his project: • Design-Build • Interstate construction • New ramp construction • Facility construction • Commenced early procurement • Electrical and controls system • Reinforced concrete pavement • Permit coordination Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Complete (2009) PCL Civil Constructors, Inc. Ankur Talwar Capital costs: Sources of funding: $23.7 million FHWA Customer and owner: Key project contact of Submitter for the given project: Florida Department of Transportation, District 4 Andy Hynes, Project Manager, 813-376-1192 Key project contact of the customer e-mail phone number Ms. Carolyn Gish [email protected] 954-958-7632 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3400 West Commercial Boulevard PCL Civil Constructors, Inc. Ft. Lauderdale, Florida 33309 Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Amtrak ­ New Cascades Seattle, Washington Maintenance Facility (Phase 1) and New Warehouse, Administrative, Health and Welfare Building (Phase 2) Description of project scope: This design-build project consists of a 53,304 sf prefabricated

31 steel building maintenance facility and a 55,912 sf 3-story structural steel Administration, Warehouse, and Health and

P Welfare Building. Scope of work includes renovating the existing t c e j o r wheel truing pits, relocating the Talgo wheel truing equipment, and updating the existing facility. To meet the 30-month schedule,

P we developed a phase construction schedule, which includes s e l i f o r relocating rail track and equipment necessary to complete the project, while keeping the rail yard open during construction.

Applicability and relevance of the referenced project to his project: • Design-Build • Local • Electrical Systems • Permit coordination • Utilities • Coordination w/railroad • Drainage analysis & design Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Design PCL Construction Services, Inc. Capital costs: Sources of funding: $36,973,489 Public Customer and owner: Key project contact of Submitter for the given project: National Railroad Passenger Corp. (Amtrak) Marty Stauch, Project Manager, 206-396-8664 Key project contact of the customer e-mail phone number Jack Schweagler [email protected] 206-587-4388 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 187 S. Holgate Street, Building E PCL Construction Services, Inc. involved in all phases. Seattle, WA 98134

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: I5 to 12th Avenue Seismic Retrofit Seattle, Washington Description of project scope: Seismic retrofit of 90/10WB, 90/10EB and 90/15 bridges between MP 2.49 and MP 2.74 on I-90. Remove and replace chain link fence, concrete barrier, column mounted signs and impacted ITS and electrical systems, clean drainage structures, erosion control, traffic control and other work. 32

P t c e j o r

P s e l i f o r

Applicability and relevance of the referenced project to his project: • Seismic retrofit • Local • Utility • Concrete repairs Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Design and Construction Complete PCL Construction Services, Inc. • Patrick Malone Capital costs: Sources of funding: $5,781,260 Public Customer and owner: Key project contact of Submitter for the given project: Washington State Department of Transportation Patrick Malone, Construction Manager, 425-454-8020 Key project contact of the customer e-mail phone number Aleta Borschowa, Project Engineer [email protected] 206-768-5862 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 6431 Corson Avenue South MS-61 PCL Construction Services, Inc. involved in all phases. Seattle, WA 98108-6445 • Patrick Malone

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: SR 520 W Lake Sammamish Pkwy Seattle, Washington to SR 202 HOV & I/C Description of project scope: The project consists of widening the Eastbound and Westbound directions of SR 520 by two lanes. This includes the widening of three existing bridges and construction of two new bridge structures over the Sammamish River. The 1.28 mile roadway 33 improvements will occur in four stages. The majority of the structure work will occur in Stage One which is

P projected to be completed in December 2009. t c e j o r

P s e l i f o r

Applicability and relevance of the referenced project to his project: • Deck widening • New concrete barrier • New concrete bridges • Public involvement Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Phase PCL Construction Services, Inc. • Patrick Malone Capital costs: Sources of funding: $ 37,811,270 Public Customer and owner: Key project contact of Submitter for the given project: Washington State Department of Transportation Ed Regnier, Project Manager,. 425-577-4217 Key project contact of the customer e-mail phone number Michelle Storer [email protected] 425-456-8590 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 600 108th Ave. N Suite 405 PCL Construction Services, Inc. involved in all phases: Bellevue, WA 98004 • Patrick Malone • Bruce Macaulay, Superintendent.

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Seattle Department of Seattle, Washington Transportation Spokane Viaduct Widening Project Description of project scope: The Seattle Department of Transportation South Spokane Street Viaduct project will repair and widen a 70-year old elevated roadway that connects Interstate 5 to the Bridge. It will provide new access to surface

34 streets from the upper Spokane Street roadway, reduce delays on the lower Spokane Street roadway at railroad tracks and facilitate transit access between West P

t c e j o r Seattle and Downtown Seattle.

P The project will create a new two-lane eastbound off-

s e l i f o r ramp leading to Fourth Avenue South, relocates the westbound on and off ramps to a new First Avenue South ramp; widens the upper roadway to the north by 41 feet between Sixth Avenue South and East Marginal Way; and rebuilds the lower roadway in concrete with new curbs, sidewalks and improved pedestrian and bicycle access. The project also includes seismic retrofitting of existing columns. Applicability and relevance of the referenced project to his project: • Local • Seismic retrofitting • Girder replacement • Paint removal • Deck widening • Coordination w/railroad • New concrete barrier • New concrete bridges Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Phase PCL Construction Services, Inc. • Patrick Malone Capital costs: Sources of funding: $59,911,382 Public Customer and owner: Key project contact of Submitter for the given project: City of Seattle Kyle Richardson, Project Manager, 425-864-0360 Key project contact of the customer e-mail phone number Tim Bramsen [email protected] 206-684-8084 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 700 Fifth Avenue, Suite 3900 PCL Construction Services, Inc. Seattle, WA 98124-4996 • Patrick Malone

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Murray Morgan Bridge Tacoma, Washington Counterweight Rope Replacement Description of project scope: Counterweight and Equalizer Assembly Replacement Applicability and relevance of the referenced project to his project: Most Recent Rehabilitation on Murray Morgan Bridge, Load Rating, Complex Lift Span and Counterweight Supports Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Completed 2010 Hardesty & Hanover

35 Capital costs: Sources of funding: $1,500,000 State Customer and owner: Key project contact of Submitter for the given project: P

t c e j o r Washington State Department of Transportation Paul Skelton Key project contact of the customer e-mail phone number Dennis Engel [email protected] 360-357-2682 P Current address Key personnel involved with each major phase; if joint venture s e l i f o r or partnership, indicate participating firms: Washington State DOT Hardesty & Hanover 5720 Capitol Boulevard SW • Paul Skelton – Partner-In-Charge Tumwater, WA 98501 • Frank Marzella – Project Manager/Mech. Engineer • Peter Roody – Project Structural Engineer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Hawthorne Vertical Lift Bridge Portland, Oregon Counterweight Sheave Investigation Description of project scope: Investigation of Misaligned Counterweight Sheave Trunnion Shafts and Bearings Applicability and relevance of the referenced project to his project: Murray Morgan CTWT Sheave Assembly Replacement Anticipated Status (design or construction phase): SOQ submittal team participants (personnel and/or firms):

36 1999 Hardesty & Hanover Capital costs: Sources of funding:

P Not Applicable (fee only) County t c e j o r Customer and owner: Key project contact of Submitter for the given project: Multnomah County Department of Transportation Paul Skelton

P Key project contact of the customer e-mail phone number

s e l i f o r Jon Henrichsen none 503-988-3757 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Department of Environmental Services Hardesty & Hanover 1403 SE Water Street • Paul Skelton – Partner-In-Charge Portland, OR 97214 • Steve Mikucki – Project Manager

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Marine Parkway Vertical Lift Brooklyn, New York Bridge Rehabilitation Description of project scope: The Marine Parkway Bridge, spanning the Rockaway Inlet between Brooklyn and Queens, features one of the longest vehicular, vertical-lift spans in the world. Two 540-ft through truss spans and a tapering series of deck truss spans abut the lift span. The three-quarter mile long, four-lane bridge remained essentially unchanged since its construction in 1937. However, in 1998, Hardesty & Hanover, LLP (H&H) completed the final designs for redecking and widening the bridge.

37 H&H performed a deck replacement study

P followed by design for reconstruction of t c e j o r the bridge—a $100 million project. Deck widening was accomplished by relocating

P the sidewalk. Two lanes of traffic s e l i f o r remained in service at all times, the toll facilities were uninterrupted, and the vertical-lift span remained operational without disruption to marine traffic. The widening improved the strength of the structure, which required 30% of the deck truss members be repaired or replaced, and the least serviceable members were entirely replaced. Emphasis on constructibility during design and extensive prefabrication facilitated fast-track construction. Work also included major electrical upgrades and complete lead abatement and repainting of the structure. Construction support services H&H provided included detailing additional steel repairs for the deterioration discovered after paint removal. Ship impact damage to the lower chord subsequent to construction was repaired by heat straightening.

The completed bridge includes a widened modular precast lightweight concrete deck on the deck truss spans, a widened open grating deck on the through trusses and lift span, and a lightweight sidewalk located on the new cantilever brackets extending out from the existing floor beams. Community-requested decorative tower lighting was added to enhance the towers’ appearance. The project received the NSBA/AISC prize bridge award in the Reconstructed Category as well as a NYACE award. Applicability and relevance of the referenced project to his project: Performed Structural Steel Repairs & Strengthening, Truss Repair and Truss Member Replacement, Roadway Deck Replacement and Widening, Sidewalk Relocation, Lead Paint Abatement, Electrical System Upgrades Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Completed 2002 Hardesty & Hanover Capital costs: Sources of funding: $100,000,000 State Customer and owner: Key project contact of Submitter for the given project: MTA Bridges and Tunnels Charles Gozdziewski Key project contact of the customer e-mail phone number Adrian Moshe [email protected] 718-692-5533 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: MTA Bridges and Tunnels Hardesty & Hanover 2901 Flatbush Ave. • Charles Gozdziewski – Partner-In-Charge Brooklyn, NY 11234 • William Nyman – Project Manager • Steve Hom – Project Engineer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Duluth Aerial Lift Bridge Duluth , Minnesota Rehabilitation Description of project scope: Counterweight Sheave and Rope Replacement, Rope Connection Modifications, Electrical and Control System Upgrades Applicability and relevance of the referenced project to his project: Similar Mechanical & Electrical System Replacement on Murray Morgan Status (design or construction phase): SOQ submittal team participants (personnel and/or firms):

38 Construction Completed 2000 Hardesty & Hanover Capital costs: Sources of funding: $6,000,000 State P

t c e j o r Customer and owner: Key project contact of Submitter for the given project: City of Duluth Public Works Paul Skelton Key project contact of the customer e-mail phone number P

s e l i f o r Richard Larson [email protected] 218-723-3278 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: City of Duluth Public Works Hardesty & Hanover 411 West 1st Street • Paul Skelton – Partner-In-Charge Duluth, MN 55802 • Steve Mikucki – Project Manager

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Conrail Vertical Lift Bridge over the Chicago, Illinois Calumet River Rehabilitation Description of project scope: Historic Vertical Lift Bridge Rehabilitation – Replacement of Operating Rope System, Span Locks and Electrical System Applicability and relevance of the referenced project to his project: Mechanical & Electrical System Replacement/Upgrades Similar to Murray Morgan Status (design or construction phase): SOQ submittal team participants (personnel and/or firms):

39 Construction Completed 1998 Hardesty & Hanover Capital costs: Sources of funding: $4,000,000 Private P

t c e j o r Customer and owner: Key project contact of Submitter for the given project: Consolidated Rail Corporation Paul Skelton Key project contact of the customer e-mail phone number P James Richter [email protected] 215-209-1616 s e l i f o r Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Amtrak Hardesty & Hanover 30 Street Station • Paul Skelton – Partner-In-Charge Philadelphia, PA 19104 • Peter Roody – Project Structural Engineer • Chris Svara – Project Electrical Engineer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Benjamin Harrison Vertical Lift Hopewell, Virginia Bridge Lift Tower Repairs Description of project scope: Designed Repairs to Lift Tower After Vessel Collision Applicability and relevance of the referenced project to his project: Lift Tower Structural Steel Repairs, Emergency Mechanical and Electrical System Repairs Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Completed 1985 Hardesty & Hanover

40 Capital costs: Sources of funding: $4,300,000 State Customer and owner: Key project contact of Submitter for the given project: P

t c e j o r Virginia Department of Transportation Charles Gozdziewski Key project contact of the customer e-mail phone number Malcolm Kerley [email protected] 804-786-2635 P Current address Key personnel involved with each major phase; if joint venture or s e l i f o r partnership, indicate participating firms: VDOT Hardesty & Hanover 1401 East Broad Street • Charles Gozdziewski – Partner-In-Charge Richmond, VA 23219 • Paul Skelton – Mech. Engineer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Counterweight Seattle, Washington Trunnion Replacement/ Rehabilitation Description of project scope: Complex Overhead Counterweight Trunnion Shaft and Bearing Replacement Applicability and relevance of the referenced project to his project: Movable Bridge Structural Steel Repairs and Truss Member Strengthening Status (design or construction phase): SOQ submittal team participants (personnel and/or firms):

41 Currently Under Construction Hardesty & Hanover Capital costs: Sources of funding: $3,500,000 Private P

t c e j o r Customer and owner: Key project contact of Submitter for the given project: BNSF Railways Paul Skelton Key project contact of the customer e-mail phone number P

s e l i f o r Ronald Berry [email protected] 913-551-4164 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: BNSN Railways Hardesty & Hanover 4515 Kansas Avenue • Paul Skelton – Partner-In-Charge Kansas City, Kansas 66106 • Peter Roody – Project Structural Engineer • Frank Marzella – Construction Engineer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Bordeaux Vertical Lift Bridge over Bordeaux, France the Garonne River Description of project scope: Hardesty & Hanover is a member of the winning Design-Build team for the Bordeaux Lift Bridge over the Garonne River in Bordeaux, France. The new Garonne River Bridge is a vertical lift bridge with a span length of approximately 117 m and an out-to-out width of approximately 43 m with a design lift height of 50 m.

Hardesty & Hanover provided the design of the mechanical and electrical systems for both the ‘tender submission’ and

42 final construction documents. The lift span will have a symmetric cross section and carry four traffic lanes—two monorail tracks and two outboard sidewalk/bikeways. Four, independent pylon towers - one at each corner of the lift

P span - will allow a counterweight (a quarter of t c e j o r the total lift span weight) to travel vertically inside each pylon.

P s e l i f o r Operation of the lift span will be achieved via high strength wire ropes passing over sheaves that connect the lift span to the counterweights. A wire rope winch drive operating system with electric motor prime and flux vector regenerative drives will haul in and payout the counterweights, thereby raising and lowering the lift span.

The final design documents were completed and delivered in December 2008. Construction is currently in progress and is expected to be completed in 2010. Applicability and relevance of the referenced project to his project: Design of Unique Mechanical Wire Rope Drive & Electrical Operating System Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Currently under construction Hardesty & Hanover Capital costs: Sources of funding: $170,000,000 Foreign Customer and owner: Key project contact of Submitter for the given project: Jean Muller International Paul Skelton Key project contact of the customer e-mail phone number Jean Marc Tanis [email protected] +331 3048 4556 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 11 Ave du Centre Saint Quentin en Yvelines Hardesty & Hanover Cedex, France • Paul Skelton – Partner-In-Charge • Frank Marzella – Machinery Design

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Harlem River Lift Bridge New York, NY Rehabilitation Description of project scope: Hardesty & Hanover, LLP (H&H) performed total rehabilitation design for this 65-year-old, vertical lift bridge with all structural, mechanical, and electrical design completed “in-house.” H&H project work for this $61 million project includes replacement of the service elevators to the machinery house in each tower deck; deck replacement for the entire lift span and approach truss spans; electrical and mechanical

43 rehabilitation for the 344-ft, tower drive lift span that provides a 204-

P foot-wide skewed channel; a new t c e j o r electrical system; member strengthening for HS25 live load;

P seismic evaluation; and risk and s e l i f o r vulnerability analysis. There are six vehicular travel lanes and two pedestrian sidewalks. The main suspension span is 1,380 ft and the total bridge length, with approaches, is 13,820 ft.

The H&H electrical system design comprises primary thyristor motor controls; skew controls; operator's consoles and limit switches; conduit; wiring; and flexible aerial cables. The control system has a Programmable Logic Controller (PLC) with dual central processing units for redundancy. H&H’s rehabilitation work also includes replacement of the main and auxiliary counterweight ropes; modification of the drive machinery to permit alternating 200HP drive motors in each tower; provision of new 100HP synchronizing motors; and new instrument drives.

Architectural services were part of this contract. A complete renovation of the operator and tower houses, that included asbestos abatement, was performed. Applicability and relevance of the referenced project to his project: Structural Steel Repairs, Electrical System Replacement, Operating Machinery Rehabilitation Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Completed 2004 Hardesty & Hanover Capital costs: Sources of funding: $61,000,000 State Customer and owner: Key project contact of Submitter for the given project: MTA Bridges and Tunnels Charles Gozdziewski Key project contact of the customer e-mail phone number Thomas Bach, PE [email protected] 212-870-6482 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Robert Moses Building Hardesty & Hanover Randalls Island, NY 10035 • Michael Hawkins – Project Manager • David Marcic – Senior Bridge Designer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Name of Project: Location of Project:

APPENDIX B Houghton­Hancock Vertical Lift Houghton, Michigan Bridge Rehabilitation Description of project scope: Hardesty & Hanover, LLP (H&H) performed rehabilitation design for this 270-ft, double-deck lift span over Portage Lake. The bridge carries roadway traffic on the upper level and railway traffic on the lower level. During the absence of rail traffic, the lift span can be raised and seated at an intermediate position that permits roadway traffic to traverse the lower level of the lift span. With the span seated in the intermediate position, the vertical clearance for passage of vessels is increased.

44 H&H work for this $4.2 million project included the design of a new electrical system that involves

P primary thyristor motor controls, operator's t c e j o r consoles, limit switches, conduit, wiring, and aerial cables. In addition, H&H and the subconsultants

P designed repairs for the bridge machinery that s e l i f o r included gearset repair, balance chain rehabilitation, and hydraulic system replacement. Also included in project was the replacement of the operator and generator houses; installation of pile cluster walkways; and rehabilitation of the elevators.

H&H completed all structural, mechanical, and electrical design in-house. Construction support services were included. Applicability and relevance of the referenced project to his project: Complete Vertical Lift Bridge Electrical System Replacement and Machinery Rehabilitation Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Completed 1998 Hardesty & Hanover Capital costs: Sources of funding: $4,200,000 State Customer and owner: Key project contact of Submitter for the given project: Michigan Department of Transportation Paul Skelton Key project contact of the customer e-mail phone number Steve Poyhonen [email protected] 517-373-0075 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Michigan Department of Transportation Hardesty & Hanover Bureau of Highways • Paul Skelton - Partner-In-Charge 7575 Crowner Drive • Robert Moses – Senior Electrical System Lancing, Michigan 48909 Designer • Steve Mikucki – Senior Machinery Designer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Name of Project: Location of Project: APPENDIX B Tomlinson Vertical Lift Bridge New Haven, Connecticut Description of project scope: This vertical-lift project includes replacement of a double leaf bascule bridge and three approach spans on either side of the lift towers. The new opening, a structure totaling 930 ft in length, provides twice as much width in waterway access as the existing opening. The new bridge is a 270-ft, tower drive lift span, which provides a 240-foot-wide channel. The lift span is the heaviest designed by Hardesty & Hanover, LLP (H&H) to date, weighing

45 over 6.4 million pounds.

H&H performed study, design, construction support services and P

t c e j o r on-site construction advisory coordination services. The major construction items H&H completed include: new lift span and

P adjacent approach span design, two alternate maintenance and

s e l i f o r protection-of-traffic schemes; elevator designs; barrier gates; 1,000 ft of roadway; 2,000 ft of new trackwork; multiple rail and street intersections; highway and rail signalization; drainage; sewer and waterline work; lighting; utility relocation; retaining walls; fishing pier fender system; filled cellular cofferdams for pier protection; riprap abutment scour protection and cladding installation at the north and south faces of the tower structures.

The new bridge provides four 12-ft traffic lanes, a 10-ft sidewalk, and a 22-ft dedicated railroad right-of-way. The span is supported by 128 (2 -1/4 inch diameter) counterweight wire ropes with 6 x 25 filler wire used in its construction. The span control is provided by an AC primary thyristor control system, and there is a complete dual system of motors and motor controls for system redundancy. The bridge is now open to four lanes of vehicular traffic and pedestrian access at the 10-ft wide sidewalk; with trackwork completed for accesss by rail. Vertical clearances are 13 ft when closed and 62 ft when opened. The entire structure meets current seismic criteria, including the lift towers.

• Best Project of the 2000 Decade: Heavy Infrastructure - Associated Builders & Contractors • Gold Engineering Excellence Award - American Council of Engineering Companies, • Honorable Mention for New Large Construction - Associated General Contractors • Excellence in Construction Award - Associated Builders & Contractors • Bridge Project of the Year - New York Construction News Applicability and relevance of the referenced project to his project: Vertical Lift Bridge Structural, Mechanical and Electrical Design Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Completed 2002 Hardesty & Hanover, LLP - Skelton, Noles, Marzella Capital costs: Sources of funding: $120,000,000 State and Federal Customer and owner: Key project contact of Submitter for the given project: Connecticut Department of Transportation Paul Skelton Key project contact of the customer e-mail phone number Thomas Harley [email protected] 860-594-3189 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Connecticut Department of Transportation Hardesty & Hanover, LLP 2800 Berlin Turnpike • Paul Skelton - Partner-In-Charge Newington, CT 06131 • Tim Noles – Senior Bridge Designer • Frank Marzella – Operating System Designer Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Memorial Vertical Lift Bridge Portsmouth, New Hampshire Investigation Description of project scope: General Movable Bridge Maintenance and Engineering Support, In-Depth Structural, Mechanical and Electrical Inspections, Rehabilitation Recommendations Applicability and relevance of the referenced project to his project: Similar Scope is Anticipated on Murray Morgan Bridge, Similar Vintage Vertical Lift Bridge Status (design or construction phase): SOQ submittal team participants (personnel and/or firms):

46 2001 Hardesty & Hanover Capital costs: Sources of funding: Not Applicable (fee only) State P

t c e j o r Customer and owner: Key project contact of Submitter for the given project: New Hampshire Department of Transportation Charles Gozdziewski Key project contact of the customer e-mail phone number P

s e l i f o r David Powelson [email protected] 603-271-2731 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: JOM Building Hardesty & Hanover Room 230 • Charles Gozdziewski – Partner-In-Charge 7 Haven Drive • Paul Skelton – Project Manager Concord, NH 03302 • Steve Mikucki – Mechanical Engineer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Carlton Vertical Lift Bridge Woolwich – Bath, Maine Rehabilitation Description of project scope: Hardesty & Hanover's long-term involvement with this Kennebec River crossing first began in the 1920s when the bridge study and design were performed by our predecessor firm, Waddell & Hardesty. The two-level bridge has a 230-ft, rail and highway vertical-lift span that provides a 130-ft vertical navigation clearance. Hardesty & Hanover, LLP (H&H) work for this project included ongoing inspection and design of structural repairs, new electrical systems, and new and rehabilitated machinery.

47 H&H inspectors discovered a crack in the southeast main counterweight sheave trunnion. The firm investigated the

P cause of the cracking, evaluated the remaining life of the trunnion, developed and recommended repair methods t c e j o r which would extend the life of the existing trunnions. As part of the trunnion investigation, the firm developed special, non-destructive testing techniques, including ultrasonic inspection from the trunnion center-bore.

P s e l i f o r As part of the bridge rehabilitation, the machinery received a complete overhaul including new counterweight and operating ropes. In addition, the electrical control system was replaced with a new and more reliable system.

H&H then performed a capacity study to replace or add a second bridge. This second project involved many issues concerning the environment, land use, maritime operations, industries, and regulatory requirements. H&H performed a design for a new vertical-lift bridge with the rail portion of the lift nested underneath the highway span. A new, 13-span, 3000- foot-long, high-level fixed bridge to replace the existing structure was the alternate design. This design included steel and concrete alternatives for a four-lane, 60-foot-wide bridge with bicycle lanes and sidewalks. The 300-foot-long-main span cleared the river by 65 feet. Applicability and relevance of the referenced project to his project: Structural Steel Repairs, Mechanical & Electrical System Replacement, Counterweight Trunnion Sheave Rehabilitation Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Completed 2002 Hardesty & Hanover Capital costs: Sources of funding: $100,000,000 State Customer and owner: Key project contact of Submitter for the given project: Maine Department of Transportation Andrew Herrmann Key project contact of the customer e-mail phone number Gerald Boucher [email protected] 207-624-3490 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Maine Department of Transportation Hardesty & Hanover 16 State House Station • Andrew Herrmann – Partner-In-Charge Augusta, ME 04333 • Peter Roody – Project Manager/Structural Designer • Tom Duffy – Senior Structural Designer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Roosevelt Island Vertical Lift Queens – Manhattan, New York Bridge Rehabilitation Description of project scope: The Roosevelt Island Bridge, the only means of vehicular access to Roosevelt Island, presently carries two, 17-ft lanes of opposing vehicular traffic and a 6-ft sidewalk. This 2,877-ft long, tower drive vertical lift bridge across the East Channel of the East River has a movable span length of 418 ft.

The Roosevelt Island Lift Bridge project involves a retrofit of the vertical lift bridge with a specific requirement-

48 maintain the movable span. Hardesty & Hanover's rehabilitation work includes superstructures and substructure repairs; mechanical and electrical

P system replacement; and pier protection system replacement. Classified as a t c e j o r critical bridge in terms of seismic performance category, the project required both a site-specific and a two-level seismic analysis to evaluate the bridge in

P a performance-based manner. s e l i f o r Stringent, mechanical tolerance requirements demanded that this type of bridge be carefully evaluated, not only for stress, but more importantly, for displacement. Heavy substructures and foundations cause high seismic lateral loads and large displacements for movable bridges. The heavy counterweights strongly affect the seismic behavior of the entire structure. The connection of the moving parts results in nonlinear structural behavior; therefore, a nonlinear analysis was performed. Additional analyses performed for this project included multimode spectral analysis and linear time history analysis. Applicability and relevance of the referenced project to his project: Performed Seismic Analysis/Enhancements, Structural Steel Repairs, Bridge Deck Replacement, Mechanical & Electrical System Replacement Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Currently under construction Hardesty & Hanover, Greenman Pedersen Capital costs: Sources of funding: $87,000,000 City & State Customer and owner: Key project contact of Submitter for the given project: New York City Department of Transportation Charles Gozdziewski Key project contact of the customer e-mail phone number Robert Collyer [email protected] 212-788-1974 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: New York City Department of Transportation Hardesty & Hanover 55 Water Street • Charles Gozdziewski – Partner-In-Charge New York, NY 10041 • Frank Marzella – Project Manager

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Route 7 Vertical Lift Bridge over Bellville, New Jersey the Passaic River Description of project scope: Designed by Hardesty & Hanover and constructed by M.J. Paquet, Inc., this bridge is owned by the New Jersey Department of Transportation. The new tower driven, vertical lift Route 7 Bridge replaces an existing 85-year-old, single leaf, Strauss heel trunnion bascule bridge that was considered to be in critical condition due to several factors— low live load capacity, little remaining fatigue life, and failure to meet AASHTO seismic criteria. The new bridge comprises two, 81-ft approach spans; two, 16-ft 6in. tower spans; and a 125-ft lift span all supported by drilled shaft 49 foundations. The final design included scour and seismic analysis. The existing bridge had four substandard width lanes that measured less than 10 ft each and two sidewalks. The new bridge carries two, 12-ft lanes; two, 15-ft lanes;

P and two, 6-ft sidewalks. t c e j o r The two project design goals—to maximize the

P design life and to minimize the life cycle costs of s e l i f o r this structure—were considered paramount and directed many design decisions that were made during the project. To achieve those goals, New Jersey DOT and the designer decided to use LRFD, metalizing, and silica fume concrete in the deck gratings (all incorporated for the first time on a New Jersey movable bridge), and subsequently assess their collective benefits over the design life of the bridge. These and other efforts are reflected in a new lift bridge that is visually appealing, technically proficient, and fiscally responsible. Applicability and relevance of the referenced project to his project: Vertical Lift Bridge Structural, Mechanical and Electrical Design Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Completed 2003 Hardesty & Hanover Capital costs: Sources of funding: $30,000,000 State and Federal Customer and owner: Key project contact of Submitter for the given project: New Jersey Department of Transportation Andrew Herrmann Key project contact of the customer e-mail phone number Larry Vogel, PE [email protected] 609-530-5529 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: New Jersey Department of Transportation Hardesty & Hanover 1035 Parkway Avenue • Andrew Herrmann – Partner-In-Charge Trenton, NJ 08625 • Paul Skelton – Operating Systems Design • Glen Schetelich – Senior Bridge Designer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: SR A1A Bridge Over Sebastian Inlet Sebastian, Florida Concrete Repairs Description of project scope: Bridge Concrete Superstructure and Substructure Repairs Applicability and relevance of the referenced project to his project: Murray Morgan Similar Concrete Structural Repairs Anticipated Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Completed 2003 Hardesty & Hanover Capital costs: Sources of funding: 50 $1,500,000 State Customer and owner: Key project contact of Submitter for the given project: P

t c e j o r Florida Department of Transportation Tim Noles Key project contact of the customer e-mail phone number Jose Quintana [email protected] 954-551-4164 P Current address Key personnel involved with each major phase; if joint venture or s e l i f o r partnership, indicate participating firms: FDOT Turnpike Operations Hardesty & Hanover Post Gardens Way • Tim Noles – Partner-In-Charge Pompano Beach, Florida 33069

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Repairs to the 63rd Street Bridge Miami Beach, Florida over Indian Creek Canal Description of project scope: Concrete Repairs to Prestress Bridge Girders, Voided Concrete Slabs and Concrete Bridge Piles Applicability and relevance of the referenced project to his project: Similar Concrete Structural Repairs Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction Completed 2007 Hardesty & Hanover

51 Capital costs: Sources of funding: $1,000,000 State Customer and owner: Key project contact of Submitter for the given project: P

t c e j o r Florida Department of Transportation Tim Noles Key project contact of the customer e-mail phone number Luis Amigo [email protected] 305-470-5436 P Current address Key personnel involved with each major phase; if joint venture or s e l i f o r partnership, indicate participating firms: FDOT District 6 Hardesty & Hanover 1000 111th Ave • Tim Noles – Partner-In-Charge Miami, Florida • Ronald Sanchez- Project Engineer

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: East D Street Grade Separation Tacoma, Washington Description of project scope: Exeltech provided overall management, coordination, environmental assessment documents, and preliminary and final design for all aspects of this critical FAST corridor project. Exeltech provided bridge design services including a full TS&L and PS&E for this seismic retrofit, bridge evaluation, reconstruction (Dock Street) and grade separation (D Street) project.

Exeltech, in cooperation with the City of Tacoma, facilitated a group of stakeholders in the development and evaluation of these alternatives, interviewed all business owners affected by the project and conducted public open

52 houses and hearing for the project. As the prime consultant, Exeltech led a team of scientists and planners in the preparation of a NEPA Environmental Assessment that resulted in a finding of no significant impact within the schedule. All permit applications were prepared and coordinated by Exeltech. P t c e j o r The Dock Street Bridge seismic retrofit included the reconstruction of the included the reconstruction of the Dock Street Bridge to accommodate a new roadway profile that tied into D Street. The design solution involved adding

P additional girder web depth and new roadway slab in span three of this three-span bridge. Our detailed seismic s e l i f o r analysis and design included performance-based assessment (ATC 40 and MCEER 2002, AASHTO 2004) pushover analysis and nonlinear sub-structure interaction analysis. Seismic retrofit solution included a seismic restraint system, which tied the existing concrete crossbeams to permanent ground anchors using a combination of steel sheet pile wall, reinforced concrete, and steel plates, FRP strengthening of PS girders and restraints.

Other aspects included, ground improvements to mitigate liquefaction, three roadways requiring horizontal and vertical alignment changes, new roadway sections, streetscape, curb, gutter, sidewalk, and intersection redesign to improve traffic flow and safety and the relocation of utilities. Construction staging was required to minimize disruptions to traffic and rail operations. Exeltech provided additional construction support services under an agreement with the City of Tacoma to respond to RFIs, material source approvals and provided project redesign at the city’s request. Bid items were classified on a separate punch list by funding agency for the City to ease coordination efforts with FTA/TIB/FHWA funding. Applicability and relevance of the referenced project to his project: Both D Street and the Murray Morgan Bridge were constructed on the tidal fill of the Thea Foss Waterway creating complex subsurface conditions. The high liquefiable soils require performance-based design and seismic loading of 100/1000 year response.

Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Completed in 2008 Exeltech • Santosh Kuruvilla, PE, SE – Preliminary through Final Design • Karl Kirker, PE, SE - Construction Support Capital costs: Sources of funding: $34 Million FTA, TIB, FHWA Customer and owner: Key project contact of Submitter for the given project: City of Tacoma Karl Kirker, PE, SE Key project contact of the customer e-mail phone number Chris Storey, PE [email protected] (253) 573-2484 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 747 Market Street, Room 544 Exeltech Tacoma, WA 98402-3769 • Santosh Kuruvilla, PE, SE – (All Phases) • Karl Kirker, PE, SE - Construction Support (Phase III)

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Northeast 45th Street Viaduct Seattle, WA TS&L/PS&E Description of project scope: Exeltech provided full-service engineering consulting services, including planning, and engineering, and is scheduled to provide construction management, to SDOT for the rehabilitation of the 45th Street Viaduct. The corridor provides a vital link between Interstate 5, University of Washington, University Village, Children’s Hospital and surrounding neighborhoods. The project is funded primarily through the Bridging the Gap (BTG) levy passed by the citizens of Seattle in November of 2006, and was prioritized based on safety, route significance and overall structural

53 vulnerabilities. Development of the project took a three phased approach, including the planning, engineering and construction management phases. Significant challenges on this project included traffic congestion, structurally

P deficient timber-trestle approach spans, funding, community outreach, and construction schedule constraints. t c e j o r Exeltech prepared a corridor plan and alternatives analysis for the entire viaduct and initiated an alternatives analysis process that included evaluation of alternatives for replacement of the west approach structure (based on criteria of

P context oriented, sustainability, funding, staging, risk, cost, public impacts and environmental impacts) and included s e l i f o r consideration of an array of bridge alternatives. The ultimate goal was to develop a context oriented, sustainable structure to replace the structurally deficient west approach that minimized construction cost, duration and long term maintenance. Exeltech responded to the community outreach feedback by improving the benefits of the selected Preferred Alternative to minimize traffic closures and construction impacts to adjacent stakeholders (University of Washington, University Village, Children’s Hospital and others) and adjacent neighborhoods. The Preferred Alternative was modified to include a Mechanically Stabilized Flowable Fill (MSFF) to eliminate the need for an elevated bridge structure, significantly reducing schedule and cost. This alternative encompasses the existing trestle with CDF, which creates additional schedule and cost savings, and eliminated demolition and haul costs for the removal of the existing timber trestle, resulting in a more sustainable solution. Applicability and relevance of the referenced project to his project: Both require seismic analysis and design including performance based assessment (ATC 40 and Multidisciplinary Center for Earthquake Engineering Research (MCEER ) 2002, AASHTO 2004) pushover analysis and nonlinear sub- structure interaction analysis, unique to Washington State’s seismic zone. Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction in Summer of 2010 Exeltech • Santosh Kuruvilla, PE, SE, PMP – Project Manager • Karl Kirker, PE, SE – Bridge Design Lead • Leroy Slemmer, PE – Civil Design Support • Choomeng Chin, PE – Stormwater Design • Rod Finkle, PE – Construction Management Capital costs: Sources of funding: $10,000,000 Bridging the Gap Program, FHWA Customer and owner: Key project contact of Submitter for the given project: Seattle Department of Transportation Exeltech • Santosh Kuruvilla, PE, SE, PMP – Project Manager Key project contact of the customer e-mail phone number Mike Ward, PE [email protected] (206) 684-8493 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Capital Projects and Roadway Structures Division Exeltech 700 Fifth Avenue, Suite 3900 • Santosh Kuruvilla, PE, SE, PMP – Project PO Box 34996 Manager (All Phases) Seattle, WA 98124-4996 • Karl Kirker, PE, SE – Bridge Design (Phase II) Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Name of Project: Location of Project: APPENDIX B Environmental Services On­call Tacoma, WA Description of project scope: Exeltech directed and prepared Section 106 documentation and obtained NEPA concurrence on various projects for the City of Tacoma. Projects included: • Murray Morgan Bridge Removal: Exeltech staff provided technical expertise to the City of Tacoma in identifying and advising the City of the appropriate NEPA process for removal of the Murray Morgan Bridge. The analysis comprised an evaluation of mitigation strategies that included replacement with a new bridge, construction of new slip ramps to SR 509 at East “D” Street, and improvements to existing street system between Pacific Avenue and Portland Avenue.

54 • Thea Foss Esplanade and Dock Street: Exeltech staff provided guidance, developed NEPA documentation, and conducted Section 106 consultation with the Puyallup Tribe of Indians and State Historic Preservation

P Officer for the Thea Foss Waterway Esplanade. t c e j o r • Pacific Square Environmental Analysis: Exeltech conducted the NEPA analysis and directed the Section 106 analysis under provisions of the National Historic Preservation Act. Sensitive cultural resources were discovered P on this and adjoining projects that required close coordination and consultation with the Puyallup Tribe of Indians s e l i f o r and the Washington State Department of Archaeology and Historic Preservation (DAHP). A Memorandum of Agreement was signed by the City, WSDOT, FHWA, DAHP and the Puyallup Tribe. • Tacoma Rail Mountain Division Rail Replacement and Improvements, Freighthouse Square to Frederickson: NEPA environmental analysis was conducted, including a Biological Assessment to address the potential effects the project might have on threatened and endangered species. Additional NEPA analysis concluded the project would have minimal environmental effects, as documented in the Documented Categorical Exclusion (DCE). • Tacoma Rail Mountain Division Rail Replacement and Improvements, Frederickson to Eatonville: A No Effects Letter/biological evaluation and Documented Categorical Exclusion was conducted and prepared for this 20 miles section of rail line that crossed two streams and was located adjacent to Lake Kapowsin and Ohop Lake. Method of construction and construction timing were adjusted to avoid impacts to these species and other fish and wildlife species. • McCarver Street to Reservation Center SEPA Environmental Analysis and Documentation: Exeltech conducted this environmental analysis and environmental checklist under provisions of the State Environmental Policy Act (SEPA). The City of Tacoma was the SEPA lead agency in cooperation with Sound Transit and BNSF. Applicability and relevance of the referenced project to his project: Environmental permitting and planning included coordination with the City of Tacoma, Puyallup Tribes, Corp of Engineers, WSDOT, FHWA, Sound Transit, BNSF and other agencies and stakeholders for public projects ensuring direct experience with local regulatory compliance. Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): 2002 - 2006 Exeltech • Santosh Kuruvilla, PE, SE, PMP • Bernie Chaplin, LA Capital costs: Sources of funding: 150,000 FHWA, WSDOT, City of Tacoma Customer and owner: Key project contact of Submitter for the given project: City of Tacoma Santosh Kuruvilla, PE, SE, PMP Key project contact of the customer e-mail phone number Bill Iyall [email protected] (253) 591-5864 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 747 Market Street, Room 644 Exeltech Tacoma, WA 98402 Santosh Kuruvilla, PE, SE, PMP United States of America Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Nisqually River Trestle Elbe, Washington Description of project scope: The City of Tacoma’s railroad, Tacoma Rail Mountain Division Line (TRMW), sustained damage in several locations in the November 2006 floods near Tacoma, in Elbe, Washington. Exeltech performed a field inspection and prepared an Inspection and Engineering Concept Report with three alternatives for the replacement of the storm-damaged Nisqually River Trestle. Our report concluded that both end abutments would require replacement. Both single-span and multi-span options using steel and concrete material sections were considered, as well as open-deck and ballasted-deck solutions.

55 Exeltech performed conceptual engineering for the three preferred options using in-house railroad bridge design tools and the American Railway Engineering and Maintenance-of-Way Association (AREMA) design criteria. Our design P

t c e j o r loading utilized a Cooper E 80 live load with impact for diesel locomotives. Cost estimates were developed for each of the three alternatives considered. The estimates were based on unit costs from WSDOT’s Bridge Design Manual and from contractors listed on the National Railroad Construction and Maintenance Association website. After P

s e l i f o r applying a decision matrix to all three alternatives, a single-span through steel-plate girder was selected as the preferred alternative for its reasonable relative cost, best hydraulic solution and the fewest environmental permitting issues. Applicability and relevance of the referenced project to his project: Critically applicable aspects included coordination with the Tacoma Rail Mountain Division and environmental permits. Additionally, a design criterion was consideration of the high flood zone and potential storm events minimizing the threat of future damage to the bridge. Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Under Construction in Summer 2010 Exeltech • Santosh Kuruvilla, PE, SE, PMP - Principal • Karl Kirker, PE, SE – Project Manager Capital costs: Sources of funding: $88M FEMA, City of Tacoma Customer and owner: Key project contact of Submitter for the given project: City of Tacoma Karl Kirker, PE, SE Key project contact of the customer e-mail phone number Chris Storey, PE [email protected] (253) 573-2484 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 747 Market Street, Room 544 Exeltech Tacoma, WA 98402-3769 • Santosh Kuruvilla, PE, SE, PMP - Principal • Karl Kirker, PE, SE – Project Manager

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Tacoma Rail Repair and Tacoma, Washington Rehabilitation for Sound Transit Commuter Rail Description of project scope: This project includes two separate line segments for track improvements and construction. The purpose of the project is to provide a connection between the Burlington Northern Santa Fe (BNSF) Railway mainline near Reservation Junction across a 7,000 foot-long segment of the City of Tacoma’s Tacoma Rail - Mountain Division to the proposed Tacoma Dome Station. A new track then continues 6,500 feet westerly to a new connection with BNSF’s Lakeview 56 Branch Line for service south to Lakewood. • Phase 1 - This complex project involved the construction of new track and structures as well as repair and P

t c e j o r replacement of existing Tacoma Rail tracks. The project extended from a new connection with BNSF at Reservation Junction to Sound Transit’s Tacoma Dome Station. Santosh was responsible for the design of

P two new bridges: a 120-foot pre-cast structure and a new steel thru-girder, grade separation structure at

s e l i f o r Portland Avenue. Other major components of the project include approximately 45,000 cubic yard of retained fill, 4,000 feet of new track, realignment of Bay Street, and repairs to the 1,600-foot timber trestle east of Freighthouse Square. • Phase 2 - This phase of the project was a conceptual level feasibility study to prepare conceptual plans and cost estimates for a double-track alignment throughout the corridor. The study included consultation with the Sound Transit, BNSF, Tacoma Rail, and the Washington State Department of Transportation – Rail Branch. Ultimately the line is projected to carry as many as 45 commuter and intercity passenger trains each day. In order to handle this level of traffic, the corridor may need to be double tracked to provide enough system capacity. Exeltech designed a number of alternative alignments for the corridor, performed feasibility analyses, and prepared cost estimate for the various concepts. • Phase 3 - This phase included preliminary and final design of improvements for construction of 6,500 feet of new mainline from Freighthouse Square to a connection with the BNSF’s Lakeview Branch. The alignment passes through an established commercial district at-grade and includes five major grade crossings. A major component of the project is the relocation or protection of a large number of utilities ranging from sanitary sewers and storm drains to water mains and fiber optic cables. Relatively major revisions to several streets will be required in order to accommodate the track grades and grade crossings. Applicability and relevance of the referenced project to his project: Design criteria involved coordination with the Sound Transit Commuter Rail for performance-based design in accordance with ATC 40 and MCEER 2002, AASHTO 2004 for 100/1000-year responses. Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Completed 2002 Exeltech • Santosh Kuruvilla, PE, SE, PMP Capital costs: Sources of funding: $90,000,000 FTA, Sound Transit, City of Tacoma Customer and owner: Key project contact of Submitter for the given project: David Evans and Associates / Sound Transit Commuter Santosh Kuruvilla, PE, SE, PMP Rail Key project contact of the customer e-mail phone number Charlie Burnham [email protected] (253) 922-9780 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 3700 Pacific Highway East, Suite 311 Exeltech Tacoma, WA 98424 • Santosh Kuruvilla, PE, SE, PMP

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: LeMay American Car Museum Tacoma, Washington Description of project scope: The LeMay America’s Car Museum will house and display one of the world’s largest collections of antique automobiles. Exeltech is leading environmental and planning documentation for the design and permitting of the project. The museum is planned to include a main museum building, a vehicle storage building, museum and City of Tacoma retail shops, a new parking garage, and stormwater conveyance and treatment facilities. The new 273,000 square-foot museum will also hold 1800 vehicles. Exeltech is providing preparation of SEPA/NEPA compliance documents as well as completion of Endangered Species Act documentation oversight and cultural resources

57 assessment under Section 106 of the National Historic Preservation Act. Other potential environmental and design issues may include: wetland and groundwater seeps, tribe coordination, archaeological analysis and documentation

P coordination, section 4(f) evaluation, updated traffic impact analysis and parking demand study, hazardous materials

t c e j o r analysis and report, endangered species no effects analysis, sole source aquifer analysis, and a national pollution discharge elimination system (NPDES) permit.

P Applicability and relevance of the referenced project to his project:

s e l i f o r Working with the local agencies to ensure regulatory compliance. Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Currently in design Exeltech • Jon Adkins – Environmental Project Manager Capital costs: Sources of funding: $4.6M City of Tacoma, Private Customer and owner: Key project contact of Submitter for the given project: Grant Architects Jon Adkins – Environmental Project Manager Key project contact of the customer e-mail phone number Greg Kromhout, AIA [email protected] (310) 553-1959 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 1551 South Robertson Boulevard #E Exeltech Los Angeles, CA 90036

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: University Bascule Bridge Seattle, Washington Description of project scope: Exeltech provided seismic retrofit design for this two-leaf 300 foot long steel bascule section, including modifications to bascule piers, trunnion-girder bearings and a three-dimensional, multi-modal seismic analysis of the bridge and piers.

Exeltech staff also provided seismic retrofit design of the south approach to the University Bridge, which consisted of a three-span steel-through-deck truss supported by multi-column reinforced-concrete piers. A three-dimensional, multi-mode seismic analysis was made of the truss and supporting piers in order to evaluate the level of retrofitting

58 required. The final retrofit designs, contract plans and construction specifications were developed as part of the PS&E submission package to the City of Seattle. The project also involved construction services and responding to

P RFI’s and shop drawings. t c e j o r Applicability and relevance of the referenced project to his project: Similar bridge with seismic analysis requirements.

P Status (design or construction phase): SOQ submittal team participants (personnel and/or firms):

s e l i f o r Completed in 2000 Exeltech • Santosh Kuruvilla, PE, SE, PMP Capital costs: Sources of funding: $6.5M FHWA, City of Seattle Customer and owner: Key project contact of Submitter for the given project: City of Seattle Santosh Kuruvilla, PE, SE, PMP Key project contact of the customer e-mail phone number John Buswell [email protected] (206) 684 5301 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Capital Projects and Roadway Structures Division Exeltech 700 Fifth Avenue, Suite 3900 • Santosh Kuruvilla, PE, SE, PMP PO Box 34996 Seattle, WA 98124-4996

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Spokane Street Bridge Seattle, Washington Description of project scope: Exeltech provided the design for widening a four-span 408-foot concrete-box-girder bridge, adding from eight to 34 feet in width. The widening portion of the project is supported by drill shaft and auger coast piles, depending on the roadway and utility clearance available for construction. Exeltech is familiar with the issues associated with this design project because of our continued involvement dating back to 1994. Project issues included traffic control, drill shaft construction, concrete bridge construction, steel girder erection, roadway deck construction, coordination with adjacent construction projects, utility relocations, traffic signalization and the addition of seismic restraints. Applicability and relevance of the referenced project to his project: 59 Both the Spokane Street and the Murray Morgan Bridges require seismic analysis and design including performance- based assessment (ATC 40 and Multidisciplinary Center for Earthquake Engineering Research (MCEER ) 2002, P

t c e j o r AASHTO 2004) pushover analysis and nonlinear sub-structure interaction analysis, unique to Washington State’s seismic zone. Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): P

s e l i f o r Completed in 1996 Exeltech • Santosh Kuruvilla, PE, SE, PMP Capital costs: Sources of funding: $1,300,000 FHWA, WSDOT, City of Seattle Customer and owner: Key project contact of Submitter for the given project: City of Seattle Santosh Kuruvilla, PE, SE, PMP Key project contact of the customer e-mail phone number Bob Powers [email protected] (206) 684-0577 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Seattle Department of Transportation Exeltech PO Box 34996 • Santosh Kuruvilla, PE, SE, PMP Seattle, WA 98124-4996

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: WSDOT On­Call Bridge Load Throughout Washington State Ratings and Inspections for Steel­ Truss and Steel­Girder Bridges Description of project scope: A prime example of our long-standing reputation for excellent structural engineering design services is evident in our continued selection for on-call assignments by the WSDOT Bridge and Structures Office. We have been awarded contracts for 10 of the last 12 years. Exeltech performed steel-girder/truss bridge load rating inspections utilizing Bridge for Windows, GTSTRUDL, and in-house rating spreadsheets and routine and fracture critical inspections per 60 NBIS and AASHTO standards for the Washington State Department of Transportation. • WSDOT On-Call Bridge Load Rating and Inspection (steel-girder bridges): Exeltech performed steel-girder P

t c e j o r bridge load rating and inspections for the WSDOT. • WSDOT Bridge Load Ratings and Inspections: Exeltech performed inspections of 20 local agency bridges without existing plans. The inspections included field condition surveys and field measurements. Steel P

s e l i f o r bridges were also load rated using BRASS. • Aurora Avenue Bridge Load Rating: Exeltech was responsible for the load rating of this 3000-foot-long steel deck truss. The bridge has 15 concrete-approach spans, three steel-deck-truss-approach spans and three main-truss spans, and the main span is 800 feet. Applicability and relevance of the referenced project to his project: Load rating and inspection services for steel truss and steel girder bridges, all similar in structure and complexity to the Murray Morgan Bridge. Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Completed in 2006 Exeltech • Santosh Kuruvilla, PE, SE, PMP Capital costs: Sources of funding: $17000 City of Seattle Customer and owner: Key project contact of Submitter for the given project: PB/WSDOT Santosh Kuruvilla, PE, SE, PMP Key project contact of the customer e-mail phone number Jared Smith [email protected] (206) 382-5200 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: Ste 2200, 999 3rd Avenue Exeltech Seattle, WA 98104-4044 • Santosh Kuruvilla, PE, SE, PMP

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F Name of Project: Location of Project: APPENDIX B 8th Street Bridge Replacements Port Angeles, Washington Description of project scope: Exeltech provided civil and structural engineering services for the replacement of the Tumwater and Valley Creek Bridges. Exeltech was responsible for all phases of permitting and design including implementation of a comprehensive public outreach program, environmental analysis, design alternatives, preliminary and final bridge design and construction management and inspection services.

The new design accommodated a 40-foot roadway of two 12-foot traffic lanes and two 8-foot shoulders with two 6.5- foot sidewalks on either side. Final phasing included determination right-of-way, development of channelization plans, and pedestrian and bicycle considerations including ADA requirements. Exeltech is providing construction 61 management services, stormwater pollution prevention plan (SWPPP) development, bridge inspection, materials testing oversight, approval of change orders, quality assurance checks and environmental compliance. Construction

P bid were only 4.8% over the engineers cost estimate. t c e j o r Exeltech provided preliminary to final design services of two 750-foot-long highway bridges. Exeltech managed all seismic aspects including the seismic site characterization and seismic analysis and design, determined the number P

s e l i f o r and spacing of frames and girders, type of concrete deck and applied loads, and performed the analysis of stress factors of the superstructure. Preliminary and final substructure and seismic analysis included service load and seismic load analysis, performance-based assessments and pushover analysis to model and assess detailing of the tall and limber substructure including final foundation and pile type analysis. The project design PS&E was completed on budget and on schedule and bids came in just 4.8% over the engineer’s estimate for construction. Applicability and relevance of the referenced project to his project: This was a recent, major bridge replacement project involving each of the proposed personnel as well as the services being provided by Exeltech including environmental services, design and seismic analysis. Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Completed in 2009 Exeltech • Santosh Kuruvilla, PE, SE, PMP – Principal • Karl Kirker, PE, SE – Bridge Design • Karen Williams, PE, SE – Seismic Analysis and Design • Yesh Mahtre, PE, SE – Bridge Design Support • Leroy Slemmer, PE – Roadway Design • Choomeng Chin, PE – Roadway and Stormwater Design • Jon Adkins – Environmental Permitting Capital costs: Sources of funding: $49M FHWA, WSDOT, City of Port Angeles Customer and owner: Key project contact of Submitter for the given project: City of Port Angeles Karl Kirker, PE, SE Key project contact of the customer e-mail phone number Jim Mahlum, EIT [email protected] (360) 417-4701 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 321 East Fifth Street Exeltech PO Box 1150 • Santosh Kuruvilla, PE, SE, PMP – Principal Port Angeles, WA 98362 • Karl Kirker, PE, SE – Bridge Design

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Newaukum Bridge No. 20 Centralia, Washington Replacement Description of project scope: GeoEngineers provided geotechnical engineering services for the proposed replacement of the Newaukum River Bridge No. 20 in Chehalis. The purpose of our services was to conduct subsurface explorations as a basis for developing 62 geotechnical design and construction recommendations for the proposed replacement

P bridge. Our scope of services included: subsurface t c e j o r investigation, laboratory testing, recommendations for site preparation and earthwork, design of drilled

P shaft foundations for support of the new s e l i f o r abutments, interior pier and temporary bridge structure and bypass roadway recommendations. We provided recommended lateral earth pressures for design of abutment walls, and seismic bridge foundation design criteria in general accordance with WSDOT Bridge Design Manual and AASHTO Standard Specifications for Highways. Applicability and relevance of the referenced project to his project: Evaluation of temporary and replacement structures Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction GeoEngineers • Dave Phelps, PE Capital costs: Sources of funding: $74,000 (our fees) Lewis County Customer and owner: Key project contact of Submitter for the given project: Lewis County (subcontracted to BergerABAM) Dave Phelps, PE Key project contact of the customer e-mail phone number Rod Lakey (Lewis County) [email protected] (360) 740-2780 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 2025 NE Kresky Avenue GeoEngineers Chehalis, WA 98532 • Dave Phelps, PE

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

APPENDIX B Name of Project: Location of Project: Treasure Island Country Club Mason County, Washington Bridge Upgrade Description of project scope: The existing Treasure Island Bridge was constructed around 1953 and consists of a single- lane structure with a total width of 12 feet. The bridge is nearly 800 feet long, supported at 45 pile bents and concrete abutments at either end. 63 GeoEngineers explored subsurface conditions and provided geotechnical analyses and

P recommendations for bridge repair or replacement t c e j o r options utilizing driven steel, concrete or timber piles. P s e l i f o r

Applicability and relevance of the referenced project to his project: Evaluation of repair or replacement Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Design GeoEngineers • Dave Phelps, PE Capital costs: Sources of funding: $89,000 (our fees) Private Customer and owner: Key project contact of Submitter for the given project: Treasure Island Country Club, Inc. Dave Phelps, PE Key project contact of the customer e-mail phone number Morina Dustan [email protected] (206) 255-4653 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: P.O. Box 44 GeoEngineers Grapeview, WA 98546 • Dave Phelps, PE

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F APPENDIX B Name of Project: Location of Project: Lincoln Avenue Grade Separation Tacoma, Washington Description of project scope: GeoEngineers provided geotechnical services, design criteria, and project management during the plans, specifications, and estimates study for the Lincoln Avenue Grade Separation project at the Port of Tacoma. The project consists of improvements to more than one mile of roadway including a 1,155 foot bridge span

64 to transport container trucks and other traffic over the railroad throughways. We coordinated subsurface explorations along P

t c e j o r the existing alignment and completed design and geotechnical criteria for collector arterials

P roads, underground utility installation, sheet-

s e l i f o r pile walls for roadway support at conveyance ditches, asphaltic and concrete cement roadways for heavy traffic loads and drilled shaft foundations using LRFD design methods. We also provided design criteria for soil improvements to mitigate liquefaction, the use of geo-foam for bridge abutment fills to mitigate settlement and potential damage to existing nearby underground utilities. GeoEngineers is currently the geotechnical engineer of record and providing project management and oversight during construction. Applicability and relevance of the referenced project to his project: Experience with City of Tacoma, seismic design and evaluation of soil-structure interaction Status (design or construction phase): SOQ submittal team participants (personnel and/or firms): Construction GeoEngineers • Dave Phelps, PE Capital costs: Sources of funding: $705,000 (our fees) City, State and Federal Customer and owner: Key project contact of Submitter for the given project: Port of Tacoma (subcontracted to BergerABAM) Dave Phelps, PE Key project contact of the customer e-mail phone number Chuck Spry (BergerABAM) [email protected] (206) 431-2300 Current address Key personnel involved with each major phase; if joint venture or partnership, indicate participating firms: 33301 9th Avenue S, Ste. 300 GeoEngineers Federal Way, WA 98003 • Dave Phelps, PE

Murray Morgan Bridge Rehabilitation Design-Build Project Bid No. P10-0128F

Murray Morgan Bridge Rehabilitation Design-Build Project Speci cation No. PW10-0128F