PUGET SOUND REGION

June 8, 2010

Jim Wilkerson Purchasing Division Tacoma Public Utilities 3628 S. 35th Street Tacoma, WA 98409

RE: Statement for Qualifications for Murray Morgan Bridge Rehabilitation Design-Build Project (Specification No: PW10-0128F)

Dear Jim:

The rehabilitation of the Murray Morgan Bridge offers the City of Tacoma yet another creative element to the City’s infrastructure that provides beneficial use to its citizens while honoring its past. Granite Construction Company (Granite), one of the largest and most established regional and national design-build construction contractors, offers the City of Tacoma a focused team of engineers and subconsultants that has the skills, experience, and local resources to partner with the City on the delivery of this truly unique project. The Granite Team was specifically structured to deliver the most cost-effective approach to reopening the Murray Morgan Bridge by November 2012. In doing so, we are confident that we are the team best suited to:  Deliver on your schedule commitments  Incorporate quality systems and materials  Provide the highest value for the budget  Reduce operating and maintenance costs  Allow for maximum supplemental work  Honor stakeholder commitments

To achieve these objectives, Granite has carefully selected the following key team members:

FIRM ROLE Granite Construction Company Submitter, Design-Build Contractor HDR Engineering, Inc. Lead Designer (Major Participant) Kleinfelder Quality Management, Materials Testing PRR Public Involvement CivilTech Engineering Retaining Walls & Lifesafety Structures Hough Beck & Baird Urban Streetscape Design & Sustainability Link Controls Electrical Controls Design-Builder Northwest Archaeological Associates Historic/Cultural Specialist

Granite / Everett Area Office | 1525 E. Marine View Dr., Everett, WA 98201-1927 | Ph: (425) 551-3100 | Fax: (425) 551-3116 Granite / Whatcom Area Office | 3876 Hannegan Rd., Bellingham, WA 98226-9103 | Ph: (360) 676-2450 | Fax: (360) 733-6735 Granite / Thurston Area Office | 7717 New Market St. SW, Tumwater, WA 98501-7228 | Ph: (360) 352-9205| Fax: (360) 352-9403

The following Statement of Qualification (SOQ) showcases our team’s unique qualifications to effectively manage the design, construction, and delivery of this project to the City of Tacoma and its citizens. Key benefits of our team include:  Capacity and Commitment: Granite is one of the largest national and local design-build firms. HDR offers one of the largest local engineering offices and a national center of moveable bridge excellence. Moreover, Kleinfelder has extensive experience managing quality on multiple local transportation design-build projects. All three firms bring an excellent understanding of how to maximize the benefits of the design-build process and the resources to deliver a high quality product that meets all of the City’s needs.  Experience: Granite brings nationwide experience in constructing “first ever” design-build projects in multiple states. We will apply our proven processes to make sure that Tacoma’s “first ever” design-build exceeds expectations. Likewise, HDR’s extensive experience with vertical lift bridges means that our team is ready to solve the complex technical challenges that lie ahead. Based on this understanding and experience, we have built our team and approach with every component of your needs in mind.  Creativity: Time and time again, our team has proven our ability to develop innovative solutions that maximize the value to the City. This creativity means that the City will not only receive a project that is on time and on budget, but that your end product will be of the highest quality and maximize your financial investment.

The Granite Team shares a genuine passion for delivering a successful bridge rehabilitation project for the City of Tacoma. Steve Harding is our team’s single point of contact for this SOQ, and would be happy to answer any questions or provide additional information, as requested.

GRANITE’S SINGLE POINT OF CONTACT FOR SOQ Steve Harding (425) 551-3100 phone 1525 E. Marine View Drive (425) 551-3116 fax Everett, WA 98201 [email protected]

As an authorized representative of Granite, I attest to the truth and correctness of the information provided in our SOQ and that our design-build team shall comply with all applicable Federal, State, and City laws and regulations during the conduct of this project.

Sincerely, Granite Construction Company

Jigisha Desai, Vice President Granite Construction Company

Granite / Everett Area Office | 1525 E. Marine View Dr., Everett, WA 98201-1927 | Ph: (425) 551-3100 | Fax: (425) 551-3116 Granite / Whatcom Area Office | 3876 Hannegan Rd., Bellingham, WA 98226-9103 | Ph: (360) 676-2450 | Fax: (360) 733-6735 Granite / Thurston Area Office | 7717 New Market St. SW, Tumwater, WA 98501-7228 | Ph: (360) 352-9205| Fax: (360) 352-9403

General Company Information and Team Structure Contracting Party • Granite is one of the Granite Construction Company (Granite) has partnered with HDR Engineering, Inc. (HDR) largest national and local and Kleinfelder to provide the City of Tacoma (City) with an outstanding team capable of design-build firms rehabilitating the historical Murray Morgan Bridge under a design-build delivery method. • Granite brings nationwide Each of our firms brings a multitude of demonstrated specialized experience in all the areas experience in constructing that will be required in this important project. We are proud to be able to offer you a team “first ever” design-build that will work with the City to deliver a project that is designed and constructed safely, with projects in multiple states superior quality, and ahead of schedule. • HDR offers one of the The Corporation of Granite will act as the contracting party for the Murray Morgan Bridge largest local engineering Rehabilitation Design-Build Project. Granite’s Puget Sound Region (formerly Wilder offices and a national Construction) will be the entity responsible for the delivery of this project. Established in 1911, center of moveable the Puget Sound Region operates throughout the Puget Sound Basin with area offices in bridge excellence Whatcom County, Everett, and Thurston County. In January of 2008, Granite Construction • Kleinfelder is Company acquired all remaining non-controlling equity interests in Wilder Construction experienced managing Company, which operated primarily in Washington and Alaska. On April 1, 2009, Wilder quality on multiple local Construction Company, a wholly-owned subsidiary, merged its Washington office into transportation design- Granite Construction Company and ceased to exist as a stand-alone legal entity. While build projects the relationship between Wilder and Granite has evolved, what remains unchanged is the • All key construction high quality bridges, heavy/civil, highway and paving construction, site development, and staff have worked environmental remediation services offered to our public sector and private sector customers. together before on We will leverage Granite’s national design-build experience with the Puget Sound Region’s bridge restoration or local resources and experience working for WSDOT and the City of Tacoma to provide a replacement projects unique value for the City of Tacoma. Our local personnel’s expertise combined with lessons • As a member of the AGC/ learned from our nationwide experience in constructing “first ever” design-build projects in WSDOT Design-Build multiple states gives the city of Tacoma a partner possessing a trait that other teams cannot Task Force, Granite has match: hometown understanding and proven design-build process. parterned with WSDOT to develop Washington’s Incorporated in 1922 and publicly traded (NYSE: GVA) since 1990, Granite is one of the design-build program largest heavy civil contractors in the U.S. No partner, officer, or stockholder owns more than 10% of our stock. In 2009, Granite’s total revenue was $2.0 billion. Because we typically self-perform more than 70% of the construction work on our projects, we have greater control over schedule, level of quality, safety, and cost. An excellent example of Granite’s unparalleled record of past performance and customer satisfaction is Roads & Bridges magazine’s “Go-To List” for contractors. This list premiered Figure 1.1 2009 Roads & Bridges Customer in 2009, and was completed based on anonymous owner-completed surveys Satisfaction Rankings that asked which contractors they were most satisfied with. The list reflects only contractor performance with no weight given to financial earnings. Granite was CATEGORY RANKING the only contractor to place in the Top 6 in each category, far outperforming Road & Highway Projects 1 all other companies in client satisfaction. Transportation Projects 2 Granite is a partner the City can trust to perform with integrity. In 2008, we Mass Transit Projects 5 were recognized among the best in the Ethisphere Institute’s “Government Bridge Projects 6 Contractors Ethics Ranking.” The Institute’s ranking of more than 1,000 federal

Section 1 | General Company Information & Team Structure | 1 government contractors was based upon an objective analysis of four categories, with a focus on aspects of the recently proposed FAR amendments: code of ethics and business conduct, leadership and tone from the top, internal control systems, and ethics training and communications. In addition, over the past two years we have been honored as the recipient of three prestigious Marvin M. Black (MMB) Excellence in Partnering Awards, recognizing the successful partnerships and collaborations with our clients to improve our construction of One of Granite’s 13 Marvin M. design-build projects. As a company, Granite has won 13 MMB awards in the past 17 years. Black (MMB) Excellence in Partnering Awards Major Partners and Subcontractors Granite has exclusively secured the services of HDR to serve as the Lead Designer for design, construction, and acceptance. Founded in 1917, HDR is an architectural, engineering, and consulting firm that excels at complex projects, including extensive work in moveable and fixed bridge rehabilitation Figure 1.2 Firm Organization & Contracting Relationships and design-build projects. We have also parterned with Kleinfelder, CivilTech Engineering, Granite Hough Beck & Baird, Link Controls, NWAA, and PRR to deliver design, construction, and acceptance. Each firm brings a multitude HDR (Lead Designer, Management, of demonstrated specialized experience in the areas that will be Moveable Bridges, Structures, Design/ required for this important project. Furthermore, all firms on our Permitting, Aesthetic Treatment/ team have previous experience working together and we will build Sustainability, Environmental Compliance, Quality Management, Construction, on the knowledge gained from working together successfully in the Acceptance, DBE Coordination) past to facilitate seamless communication throughout the projects. Our team is committed to creating meaningful opportunities for CivilTech Engineering minority and disadvantaged businesses. Additionally, there will be (Retaining Walls & Lifesafety the opportunity for other firms to participate on the project as the Structures) DBE/MBE design develops and individual scopes of work are prepared. We are proud to be able to offer you a team that will work with the Hough Beck & Baird (Urban City to provide a product that will be designed and constructed with Streetscape Design/Sustainability) superior quality, ahead of schedule and under the programmed DBE/WBE budget. Link Controls (Control Systems Design)

Kleinfelder (Quality Management, Materials Testing, and Inspection)

PRR (Public Involvement) DBE/WBE

NWAA (Specialists for Historic/Cultural Resources) DBE/WBE

2 | Section 1 | General Company Information & Team Structure

Technical Qualifications

Granite Construction Company (Granite) has assembled a team committed solely to partner with the City of Tacoma to successfully deliver the Murray Morgan Bridge Rehabilitation • Granite has completed Design-Build Project by November 2012. As a leader in design-build and bridge construction, 35 design-build contracts, Granite brings proven design-build, engineering, and construction management practices, in excess of $8 billion, ensuring a successful project completion to the highest standards of quality and value. including a moveable bridge project All members of the Granite Team were selected because of their proven capabilities in their • HDR has delivered 25 respective areas of construction, design, quality, permitting, sustainability, urban design,and design-build projects, public involvement on design-build and steel truss bridge rehabilitation projects. The technical 23 of which included qualifications for each firm are more fully described in Sections 2.1, 2.2, 2.3, and 2.4. bridge replacement or The Granite Team offers the following benefits to the City of Tacoma: rehabiliation • National and local design-build expertise • HDR brings 354 structural • Strong and committed local resources for design and construction engineers who have • A local and experienced construction team with directly applicable project experience unsurpassed expertise • Independent quality management in moveable, steel truss, pre-stressed concrete, and historic bridges 2.1 Team’s Design-Build Experience • Kleinfelder has extensive Team’s Design-Build Experience quality management Granite and HDR are well-versed in the design-build delivery method and know how to experience, including provide the advantages of the process to benefit the City. Pioneers in this delivery method, WSDOT’s I-405–I-5 to Granite and HDR have both been selected to construct the first-ever design-build projects SR 169 Stage 1 and in several states, including Arizona, New Mexico, Missouri, and Utah. Granite brings more the I-5 Everett QA/QC than 20 years of experience constructing design-build projects, and over this time have Design-Build successfully delivered more than 35 contracts with cumulative project values in excess • Link Controls has of $8 billion. This considerable design-build experience has allowed Granite to develop a provided more than 148 number of management tools, business processes, and best practices which we bring to moveable controls bridge this project. These include a proven self-directed QA/QC program, a Project Management systems since 1982 Plan, and a construction tool box of means and methods for the construction or repair of • Key individuals recently similar structures (all of which are described in Section 3). completed the award- winning Meadowbrook Likewise, HDR has worked on 25 design-build projects, 23 of which included bridge Bridge 1726 Project, a replacement or rehabiliation. We have held a wide range of roles on these projects, from rehabilitation of a 1917 Lead Designer to Owner’s Representative. For example, on the Oregon Bridge Delivery historic steel truss bridge Program, HDR partenered with ODOT to develop a comprehensive design-build process, delivering more than 30% of this $1.3 billion program using this method. This past • All firms on the team experience gives our team members an excellent understanding of how to maximize the have previous experience working together benefits of this alternative method for the Murray Morgan Bridge Project. By combining two of the most experienced, financially stable, and respected firms in the design and construction industry, we provide a team that will work together as a single entity to deliver your project in the most efficient manner possible. Beyond the design-build experience of Granite and HDR, our teaming partners’ Kleinfelder, PRR, and Hough Beck & Baird all bring design-build experience on similar projects, as shown in Figure 2.1 on page 5.

Section 2 | Technical Qualifications | 3 Value Added Positions Our business philosophy is to provide our clients with the necessary resources to ensure the highest level of customer satisfaction and to exceed the goals established for their projects. As a demonstration of our commitment, the Granite Team provides several proposed several added value positions to the key individuals required by the RFQ: • Senior Technical Advisor – Sena Kumarasena, PE: Sena offers the project team a wealth of technical experience and knowledge. He will participate in the initial evaluation of the design alternatives, provide constructability reviews, and an independent check outside of the QA/QC role. He will also be an on-call specialist for the design team. • Design-Build Coordinator – Russ Pratt: Russ is an experienced design-build project manager who will assist the project manager by interacting with the design manager and construction manager to ensure continual interaction with design and construction disciplines, provide constructability reviews, and serve as a construction technical advisor to the project manager for the duration of the project. • Our Moveable Bridge Specialists: HDR is an industry leader in the design and construction management of moveable steel truss bridge rehabilitation. Their experience is unmatched, as highlighted in Figure 2.4. HDR has assigned the following key engineers to this project. • Herbert Protin, PE – Moveable Bridge Structures • Mark Pavlick, PE – Steel Trusses • Pete Davis, PE – Moveable Mechanical and Electrical Systems

4 | Section 2 | Technical Qualifications Figure 2.1 Summary of Team’s Design-Build Project Experience KEY FEATURES IN COMMON ridge ridge B B eha b ift unding R utrea c h L F ridge ater or

s eature O B oordination on c rete W . F PROJECT air v er e p rainage teel erti c al ed treet sc a p e b ility u s taina u b li c ederal

PROJECT NAME VALUE FIRM(S) S PS C V R D P RR C O S S F P HIGHLIGHTS PAGE CONTRACTING PARTY Taconic Parkway Design-Build $67,400,000 Granite • Rehabilitation of four miles of roadway, including the construction of five bridge structures and a three-piece B-5– spliced pre-stressed concrete pedestrian bridge B-6        • “First time” design-build project for New York State DOT • Managed by Russ Pratt, our team’s design-build coordinator Belt Parkway Design-Build $58,600,000 Granite • Construction of a new 10-lane pre-cast steel and concrete bridge B-6– • Inverset™ Bridge System consists of precast concrete deck panels with steel beams cast integral with the B-7        deck in the shop, greatly reducing traffic impacts • Managed by Russ Pratt, our team’s design-build coordinator Woodrow Wilson Bridge (JV) $126,000,000 Granite • Two bridges, each 2,300 linear feet long with vertical clearance of 100 feet above the ground/water B-9–   1       • Structural steel plate girders erected over pre-cast segmental post-tensioned arch piers B-10 Hathaway Bridge Design-Build $86,090,000 Granite • The twin concrete segmental, post-tensioned, single cell box girder bridges measure 3,800 linear feet and B-11– 3,350 linear feet, respectively, each 80 feet wide B-12       • Main span of the bridge is 330 feet with a 65-foot clearance over the waterway • #5 on Roads and Bridges 2002 list of “Top 10 Bridges” Jewfish Creek Bridge Design-Build $147,800,000 Granite • Construction of a 7,500-foot high-level bridge with a 60,000-sf bridge deck and 54,000 LF PS concrete beams B-13–         • #9 on the 2009 Roads and Bridges Top Bridge Projects B-14 U.S. 90 St. Louis Bay Bridge Design-Build $283,600,000 Granite • Bridge consists of concrete pile foundations, pre-cast concrete girders and reinforced concrete bridge decks B-15– in the superstructure (total bridge deck was 1,074,000 square feet and 34,000 cubic yards) B-16         • Middle 250-foot-long span is bracketed by 200-feet back spans; post-tensioned, spliced girders consisted of 18 haunches and 27 drop-in segments • AASHTO “On-Time” and “People’s Choice” Awards and ranked #2 in Roads and Bridges 2007 “Top 10 Bridges” InterCounty Connector Contract A $478,000,000 Granite • Completed six new steel girder bridges, six new pre-cast girder bridges, four bridge rehabilitations and N/A           widenings, and one concrete arch bridge 183-A $178,000,000 Granite/HDR       • 11.6 miles of roadway containing 22 bridges and 91,000 cubic yards of 10.5-inch concrete paving N/A The New I-64 $420,000,000 Granite • 9 miles of highway on I-64 and repair or rebuild of 32 bridges along the alignment N/A          • Rebuilding and upgrading of all pavement, bridges and interchanges between Spoede Road in St. Louis County and Kings Highway Boulevard in St. Louis City I-17 Thomas to Peoria $86,000,000 Granite • Included two bridge removals and two new bridges N/A        • ADOT’s “first ever” design-build project I-15 NOW $265,000,000 Granite • Includes the replacement of 18 individual bridges and the construction of two new bridge structures using a N/A          combination of steel girders and concrete girders • 70,000 lineal feet of storm drainage and 350,000 tons of asphalt paving US 60 Superstition Freeway $196,000,000 Granite • 12 miles of eastbound and westbound lanes to US 60 from the I-10 interchange, including modification of N/A          seven existing bridges and new a pedestrian crossover bridge • 32,000 linear feet of storm drain 1 = Bascule Bridge

Section 2 | Technical Qualifications | 5 Figure 2.1 Summary of Team’s Design-Build Project Experience (Continued)

KEY FEATURES IN COMMON ridge ridge B B eha b ift unding R utrea c h L F ridge ater or

s eature O B oordination on c rete W . F PROJECT air v er e p rainage teel erti c al ed treet sc a p e b ility u s taina u b li c ederal

PROJECT NAME VALUE FIRM(S) S PS C V R D P RR C O S S F P HIGHLIGHTS PAGE I-494 $136,000,000 Granite • 14 bridges rebuilt over eight miles of roadway N/A • 394,415 square yards 12-inch concrete pavement        • 28,481 cubic yards structural concrete • 4,177,118 pounds structural reinforcing steel I-15 Reconstruction $1,400,000,000 Granite • Reconstruction of 16 miles of Interstate 15 including 146 bridges N/A • 340,000 cubic yards concrete for bridges and other structures          • Three months ahead of schedule • Largest public works project in Utah’s history San Joaquin Hills Transportation $790,000,000 Granite • Included 11 interchanges, 85 bridges, 80 retaining walls, and 26 sound walls N/A Corridor        • Complex coordination with numerous governmental agencies • 55,600 linear feet pipe SR 22 $489,000,000 Granite • 12 miles of freeway and 21 bridges (10 new and replaced bridges and improvements to the interchange N/A          connecting the Orange Freeway – SR 57 and SR 22) • 9,000 linear feet of drainage pipes SR 91 Express Lanes $61,000,000 Granite • 10 miles of express lanes (located in the median of SR-91, Orange County, CA), two new flyover bridges, the N/A widening of six additional bridges, and the building of an innovative temporary bridge at a major interchange         • Temporary bridge, built at the intersection of SR 91 and SR 55, accommodated 250,000 vehicles per day, allowing Granite to complete the project in 29 months, rather than the scheduled 39 months • 15,000 cubic yards structural concrete St. Francisville Mississippi River Bridge $348,000,000 Granite • New cable stayed-bridge across the Mississippi River with a deck that is a composite structure with N/A structural steel framing and precast concrete deck panels         • Also includes the approach structures which are conventional precast girder bridges largely supported by precast piling • Seven other small bridges on the project as well Tri-Rail Double Track Corridor $231,000,000 Granite • Upgrading from single lane track to double track on an existing commuter rail line for a total of 44 miles from N/A Improvement, Segment 5 Palm Beach County        • Work includes 26 bridges: 12 new, 6 replacements and 8 rehabilitations; 10 stations: 1 new, 9 modifications, and 1 demolition; and 72 road crossings and signals US 70 Hondo Valley $129,000,000 Granite          • Reconstruction of five bridges and more than 38 miles of roadway N/A WSDOT I-405–I-5 to SR 169 Stage 1 $91,000,000 Kleinfelder • 96% positive audit rate, yielding no deviations B-55–  2          • Met and exceeded the daily challenges effectively to ensure the project met the quality goals and values B-56 WSDOT I-5 Everett QA/QC Design-Build $220,000,000 Kleinfelder           • Scored 19 out of 19 on WSDOT’s quality audit, consistently over the last year of project B-57 WSDOT SR 532 Corridor $82,000,000 PRR         • Held meetings with every business along the project corridor – more than 30 businesses in all B-60 WSDOT Active Traffic Management $35,000,000 PRR • Communicated weekly road closures and set-up a speaker’s bureau and conducted outreach at fairs and B-61  System festivals

2 = Includes demolition of an existing railroad vertical lift bridge

6 | Section 2 | Technical Qualifications Figure 2.1 Summary of Team’s Design-Build Project Experience (Continued)

KEY FEATURES IN COMMON ridge ridge B B eha b ift unding R utrea c h L F ridge ater or

s eature O B oordination on c rete W . F PROJECT air v er e p rainage teel erti c al ed treet sc a p e b ility u s taina u b li c ederal

PROJECT NAME VALUE FIRM(S) S PS C V R D P RR C O S S F P HIGHLIGHTS PAGE WSDOT I-405 Corridor Program Not available PRR • Integrated closely with WSDOT communicators for heavy outreach to media, bloggers, and the general B-62          for program public, resulting in a successful highway closure with minimal backups on the detour route DESIGN FIRM(S) Northbound and Southbound Bruckner $64,500,000 HDR • Accelerated schedule B-37 Expressway Bridges Design-Build        • Sustainable construction practices • Performed under NYCDOT Division of Bridges’ Design-Build/Emergency Contracts Section I-15 CORE Design-Build $1,725,000,000 HDR • Accelerated schedule by advancing construction of all segments concurrently rather than in phases B-38–     B-39 11400 South; State Street to Bangerter; $150,000,000 HDR • Successfully collaborated to maintain all current lanes of traffic along I-15 throughout construction B-40–      New I-15 Interchange Design-Build • One of the few design-build projects awarded in 2008 in Utah B-41 The Birmingham Bridge Design-Build $253,806 (fee HDR • Project performed under an extremely tight schedule through close coordination with the Contractor and B-42 only)   PENNDOT • Twelve falsework towers, each supporting up to 400,000 lbs., were designed and constructed in 22 days I-75 Design-Build-Finance $10,801,034 HDR • Largest road construction project in southwest Florida history B-43  

I-4 US 98 to East of CR 557 Design- $73,000,000 HDR • Extensive project, including 16 mile design-build project and six bridge widening and four bridge B-44   Build replacements USACE Manzano Bridge Design-Build $5,300,000 HDR • Superstructure accommodates two 12-foot traffic lanes, two six-foot shoulders with concrete wall barriers on B-45–   each side and a ten-foot pedestrian/bike lane and pedestrian railing for a total width of 5 feet B-46 SR 464 Design-Build $24,500,000 HDR • Project improvements included new pavement, drainage system improvements, bridge construction, B-47   retaining wall construction, a temporary construction of the CSX railroad, sidewalk construction, signing and pavement markings, traffic signal removal and installation, sidewalk construction, milling and resurfacing Windsor Bypass Design-Build $64,000,000 HDR • Project involves six bridges, including a pair of dual, 1800-foot long bridges over the Cashie River and B-48   wetland, and four grade separations SR 202L Design-Build $189,000,000 HDR • 19 new bridges structures B-49  • Fast-track project Pennsylvania Turnpike Commission $64,440 HDR • Design reviews on behalf of PENNDOT B-50   Design-Build Review (review only) WSDOT I-405 Stage 1 Design-Build $1,300,000 Hough Beck • Coordinated the landscape and enhancement design with a special Context Sensitive Solution design team B-66 (landscape & Baird       and the Kirkland Advisory Committee to ensure that the community’s aesthetic and landscape goals were only) realized WSDOT SR 519 Intermodal Access Not available Hough Beck • Worked extensively with community stakeholders including WSDOT, the City of Seattle, and the Mariners to B-67           Phase 2 Design-Build & Baird develop urban design, planting, and irrigation design

Section 2 | Technical Qualifications | 7 Figure 2.2 Summary of Key Individuals’ Design-Build Qualifications YRS NAME ROLE SELECTED EXPERIENCE PAGE EXP. KEY STAFF NAMED IN THE RFQ Philip Bogardus, PE Project Manager 35 • 15 years of experience with Granite as a Project Manager, Senior Estimator, and Structures Manager/Engineer A-3– • Senior Project Manager and/or Senior Estimator and Structures Engineer for rehabilitation of Meadowbrook 1726A, Novelty Bridge Replacement and Barclay Bridge which featured steel truss A-4 • Utilized engineering best construction methods on heavy steel structures projects and constructing around operational railroads on South 180th Street Grade Separation and Everett Access Ramp Dave Korpi, PE, SE Project Design 33 • Structures Project Design Manager for Utah I-15 Reconstruction Design-Build, a project that included 144 bridges A-19– Manager • Project Manager for the structural design for the WSDOT SR 532 and UTDOT SR 68 Design-Build pursuits A-20 • Structural Engineering Manager for Seattle Monorail Project, a 16-mile design-build guideway structure through downtown Seattle Michael Bianchi Permitting/ 9 • Permitting and biological lead for ODOT on the OTIA III Design-Build Bundle 401 Elk Creek Bridge Replacement on Highway 38 near Elkton, Oregon, a project that included four bridges, one of which was a rapid bridge A-15– Environmental replacement A-16 Compliance • Permitting and biological lead for ODOT on the OTIA III Design-Build Bundle 215 McKenzie River Bridge Replacement I-5 near Eugene, Oregon, which included extensive mitigation and beneficial features for ESA-listed fishes Manager • Permitting and biological lead on the OTIA III Design-Build Bundle 414, which replaced seven bridges along Highway 395 in eastern Oregon • Permitting and biological lead for ODOT on the OTIA III CMGC Bundle 220 Willamette River Bridge, a structure that is 1,500 feet long on I-5 near Eugene, Oregon Don Schroeder Construction 35 • Structural engineering construction specialist with 15 years of experience with Granite A-37– Manager • Structures Superintendent on Washington projects with cumulative values in excess of $75 million A-38 • Actively involved with the construction of 19 bridge projects featuring a total of 36 individual bridges, including three steel truss spans and two multi-span steel girder bridges Don Ross, PE Project Engineer 33 • Senior Project Manager for three civil construction projects with heavy structures components in Washington over the past four years totaling more than $34 million A-39– • 18 years of experience as a Projects Manager specializing in steel erection, bridge jacking, bearing replacement, and bridge rehabilitation A-40 • Documented success on $135 million project in customizing segmental erection procedures on bridges over the James River Erik Hansen Construction 12 • Pre-stressed girder inspections at fabrication facility in the Port of Tacoma A-41 Inspector • Inspection of bridge decks • Lead special inspector for new bridge construction on several design-build projects Jeff Revard, CET QA/QC Manager 22 • Laboratory supervisor and inspector for Construction Quality Assurance services A-9– for Design & • Special inspector for structural steel and bolting A-10 Construction • Collaborates to maintain a high level of safety ADDITIONAL VALUE-ADDED KEY STAFF Tom Zamzow Principal 25 • Provides executive oversight for all projects conducted in the Puget Sound Region A-5– • Actively supervises all Granite key personnel presented in this SOQ A-6 • Responsible for estimating, contracts, and field management of projects that focused on concrete structures and civil engineering Ron Ohlsen, PE Principal 20 • Served as Project Manager, Contracts Manager, and Traffic Manager for WSDOT’s I-405 GEC, overseeing the program management including planning, design, and construction services for the 30-mile urban corridor A-7– • Managed WSDOT’s design-build program for I-405, including development of RFQ/RFPs, selection, and administration of contracts A-8 • Responsible for design-build documentation for the 112th Avenue SE to SE 8th Street Widening Project and design-build documentation for the NE 8th to SR 520 Braided Crossing Mike Ofenstein, PE Design QA 41 • Operations Manager/Design Director for the Texas DOT SH 130, $1.4 billion, 50-mile Design-Build Project in Austin, Texas, which included 128 new bridges A-11– Manager • Project Design Manager for the southern third of the Colorado DOT & Regional Transportation District (RTD) I-25 & I-225 Transportation Expansion (T-REX), a $1.2 billion program with 17 miles of interstate reconstruction and A-12 more than 25 new bridges and bridge rehabilitations and widenings • Design Director for the South Carolina DOT Carolina Bays Parkway, $300 million, 20-mile design-build project in Myrtle Beach, South Carolina, which included 30 new bridges Jake Lowney Safety Manager 5 • Responsible for overall safety management of $240 million I-15 NOW Design-Build, which had zero injuries in 2008 A-13– • Chosen to accept ARTBA safety award for innovation and safety training by I-15 NOW design-build JV team A-14

8 | Section 2 | Technical Qualifications Figure 2.2 Summary of Key Individuals’ Design-Build Qualifications (Continued)

YRS NAME ROLE SELECTED EXPERIENCE PAGE EXP. Sena Kumarasena, Technical Advisor 20 • Project manager and technical lead for Anjikhad Arch Bridge in India, a 1,600-foot long, 900-foot main span steel-composite trussed railroad bridge designed to suit the extremely challenging site conditions and very demanding seismic A-17– PhD, PE criteria A-18 • Task manager and technical lead for the independent design of the suspended superstructure for the Second Tacoma Narrows Bridge (Washington), including review of design criteria and the whole bridge analysis accounting for large deflection effects and processing of the large number of load cases for verifying max/min load conditions on structural elements and deflections • Project engineer and technical lead for the design of the Ma Wan Viaducts in Hong Kong, 1,500-foot long, five span twin-box segmental concrete viaducts carrying six traffic lanes on the upper deck, and emergency, transit, and railway on the lower • Superstructure redesign during construction for the contractor on the Nashua-Hudson Bridge in Nashua, NH, thus saving one-third in the usage of structural steel on this 741-foot long, 88-foot wide, five-span composite steel girder bridge Herbert Protin, PE Moveable Bridge 30 • Lead Engineer for the design of two 100-foot-long, double leaf bascules for the deign-build of the south Sixth Street Viaduct project in Milwaukee, Wisconsin; worked closely with the contractor to reduce construction time, adjusting A-21– Structures the roadway profile so that structural steel components for all four leafs would be identical, optimizing bascule pier and foundation system to reduce the quantities of excavation and tremie steal, and developing bascule pier A-22 concrete details and reinforcing bar lists one pour at a time in order to stay ahead of the contractors construction schedule (allowing the contractor to build one pour while the details for the next pour were developed); delivered design and construction within two years from award by closely coordinating with the contractor and remaining on-call 24/7 to handle problems that may arise in the field • Project Manager on the preliminary design for the design-build of an 81-foot-long single leaf rolling counterweighted lift bridge supported by a curved variable through truss; a water filled counterweight system was used to minimize dead load in a seismic event Mark Pavlick, PE Steel Trusses 28 • Project Manager for the Orlando International Airport, Leg 2, People Mover System Design-Build, optimizing construction to reduce costs and improve the schedule A-23– (Main Spans) • Project Manager for the San Francisco International Airport People Mover System Design-Build-Operate-Maintain (DBOM) contract, delivering an innovative seismic design to lower construction costs and still meet the unique needs A-24 of the project Pete Davis, PE Moveable 37 • Designed moveable bridge systems for the Illinois Street Intermodal Moveable Bridge Design-Build Pursuit A-29– Mechanical & • Provided design and fabrication services for Norfolk Southern Design-Build, Port Clinton, and Calumet Bridge projects A-30 Electrical Systems • Recognized industry expert for moveable bridge maintenance and lifecycle cost mitigation Matt Gurrad, RLA, Urban 6 • Landscape architect for SR 520 Medina to SR 202 Project, a 2.5-mile highway designed using a context sensitive solution approach to reconnect eastside municipalities split in 1960s by the construction of the original highway with A-31– ASLA Streetscape landscape lids over the highway; facilitated design-build procurement for landscape, bicycle and pedestrian amenities, and aesthetic elements of the project for WSDOT to meet an accelerated construction schedule and capitalize A-32 Design on a competitive bidding climate • Urban design task lead for architectural and aesthetic elements of the one-mile-long SR 520 Evergreen Point Floating Bridge and Landings Project spanning between Seattle and Medina, providing increased mobility for transit, bicyclists, and pedestrians across Lake Washington • Landscape designer and landscape design-build representative for landscaping of the LEED Silver certified US Coast Guard Shore Operations Facility in Seattle, incorporating federal anti-terrorism and CEPTD design standards • Landscape designer and landscape design-build representative for the Edmonds Professional Building upgrades project incorporating low impact development best practices and medical facility site wayfinding Russ Pratt Design-Build 29 • Project Manager for the $55 million New York City DOT’s Belt Parkway over Ocean Parkway Design-Build, which consisted of removal and replacement of an existing six-lane bridge with a new longer 10-lane bridge; the A-35– Coordinator project was awarded ASCE Metro Chapter’s 2005 Design-Build Project of the Year Award and was listed on the Top 10 Bridges of 2004 by Roads and Bridges magazine A-36 • Project Manager for the New York State DOT’s Taconic State Parkway Reconstruction Design-Build, which included the removal and replacement of five bridges, the installation of 1,000 LF of noise barrier, stone masonry, drainage, and paving • Skilled at coordinating between designers and construction teams to ensure that schedules, estimates, and design-build activities are optimized, and that all schedule milestones are met

Section 2 | Technical Qualifications | 9 2.2 Similar Project Design, Engineering, and Permitting Experience Design Firms’ Design, Engineering, and Permitting Experience Our team has carefully reviewed the inspection reports, participated in the pre-proposal site walk-through, and developed an understanding of the key objectives associated with • 16 vertical lift bridge the Murray Morgan Bridge project. We have selected key design professionals with specific projects in the last five experience relevant to the Murray Morgan project and identified key design issues. years • Strengthening of the City and Port Approach spans • Nationally-recognized as • Dead load reduction to improve load ratings (deck lightening, sidewalk removal) a major moveable bridge • Steel repairs and painting of center truss spans design firm • Machinery rehabilitation and sizing of operating rope system • Electrical rehabilitation including incoming service and bridge control system • Key design staff bring • Stormwater drainage and treatment an average of 30 years • Opportunities for streetscape enhancement, historic sensitivity, and sustainable construction experience each Our highly-qualified team brings an ideal mix of technical skills and experience and a national • Bill Bowden (Link reputation for tackling tough rehabilitation projects to provide the basis for exceeding the Controls) has completed City of Tacoma’s expectations. In addition to a long resume of national design-build and 148 control systems, moveable bridge projects, HDR’s design team has worked on numerous bridge projects for including five WSDOT local agencies, including Tacoma, King County, Snohomish County, Everett, Bellingham, systems Redmond, and Kent. HDR also has been working with Tacoma Rail for more than a decade • HDR’s Herb Protin and BNSF for nearly 20 years. Furthermore, HDR has served Tacoma Water for more than recently performed a a decade, including leading the Second Supply Pipeline Design, Second Supply Pipeline deck lightening design Wetland Mitigation and Environmental Permitting, and the Asset Management Readiness for Route 1 & 9 over Review. In May of 2010, a team of HDR’s value engineering specialists and structural subject Passaic in 2009 matter experts (including Rob Richardson, our pre-stressed concrete lead for this project) were brought on by the City of Tacoma to complete a study of how to maximize the value of the City’s Puyallup River Bridge F16A-F16B Replacement Project. To meet the project delivery schedule, we have established design teams for each of the three major project elements. Dave Korpi will serve as the overall Project Design Manager to facilitate coordination of all design elements and to manage budget and schedule. He has an outstanding track record of delivering complex projects for WSDOT, Seattle DOT, CALTRANS, and many others. He also has extensive design-build experience, including serving as the Structures Project Design Manager for the I-15 Reconstruction Design-Build, which included 144 bridge structures. Dave will work with the structural engineering, mechanical/electrical, permitting, sustainability, systems, civil, and streetscape teams to find low cost opportunities for the City to meet long-term project goals while still delivering a quality, lasting product. The design effort to strengthen the City and Port approaches as well as the Center truss span repairs and painting is critical to the overall success of the project. For this reason, we have selected Mark Pavlick, Herb Protin, John Cravotta, and Rob Richardson to lead the structural design efforts. These engineers bring 106 combined years of design experience. HDR’s team members Mark has extensive experience in the rehabilitation of complex trusses, such as the completed emergency Point Marion Bridge, the Julien Dubuque, Fort Pitt, and Ravensberg Bridge rehabilitation gusset plate repair for the projects, all of which included pedestrian traffic and crossed over active railroad lines Memorial Vertical Lift Bridge in and highways. Herb Protin recently performed a deck lightening project for the Route 1 Portsmouth, NH. & 9 Bridge over the Passaic River to reduce 835 kips of dead load, and was involved in

Section 2 | Technical Qualifications | 10 the Wards Island, Whitpenn, Stickle, and Ingersol/Washington vertical lift bridge projects. John Cravotta managed the design effort for Shippingport Bridge rehabilitation including truss, floor system repairs, and drainage modification. The Port Approach pre-stressed concrete structure rehabilitation will be led by Rob Richardson. Rob has extensive WSDOT experience in seismic bridge design and retrofit of pre-stressed concrete girder bridges. He is the project manager for WSDOT Structural Design On-Call, which included analysis and design for 38 bridges in the Puget Sound region. HDR’s Roosevelt Island Bridge In the past five years, HDR has been involved in 16 vertical lift bridge rehabilitation included temporary shielding. projects. The range of services provided includes design, inspection, and resident engineering. Our experience uniquely positions the HDR staff to understand the complex relationships between the structural, mechanical, and electrical systems for vertical lift bridges. Reduction of the operating loads (dead load) will dramatically impact the span drive machinery sizing. The HDR design team will utilize our proprietary vertical lift bridge calculation spread sheets (AASHTO LRFD Code) to understand the dead load versus machinery sizing issues. Pete Davis, our team’s moveable systems lead, will manage the mechanical and electrical rehabilitation design effort. He brings more than 36 years of experience and is nationally recognized as an expert in moveable bridge maintenance. The electrical system rehabilitation is composed of two major elements: power distribution and bridge controls. The power distribution system, loads, and bridge/roadway lighting will HDR moveable bridge staff require upgrade to meet current code requirements. In addition, the bridge control system on-site during the Burlington will require complete replacement. We have secured Link Controls (Bill Bowden) as an Bristol Bridge rope and drum exclusive member of our team. Link Controls has been providing moveable bridge control replacement project. systems since 1982 and has delivered over 148 systems, including five for WSDOT. HDR and Link Controls have a long history of working together, including Calumet River Lift Bridge Design-Build and Port Clinton Bridges. Two of the primary causes of the deterioration of the City and Port approaches are damaged joints and an inadequate/clogged drainage system. As expressed at the site walk through, the City desires to apply innovative solutions to mitigate the storm water run off from the bridge. HDR has assigned Sara Hoeber, LEED® AP to develop a mitigation approach, considering rain gardens, retention ponds, or sustainable methods. Sara will coordinate with Juliet Vong (our sustainability lead), Matt Gurrad (our urban streetscape lead), Mark Burch (our civil lead), Dave Korpi (our design manager), and Don Schroeder (our construction manager) to meet all Tombigbee Bridge trunnian City, State, and Federal requirements and deliver a truly integrated approach. inspection completed by HDR’s team. The historic elements of moveable bridges are important to the local community and provide a context that needs to be preserved. HDR has extensive experience in moveable bridge rehabilitation where SHPPO “Memorandum of Understanding” are required. An example is 145th Street over Harlem River (first moveable bride in NYC where full seismic retrofit M&E design performed), Wards Island, and others, as describe in Appendix B. Additionally, HDR is an international leader in sustainable solutions and measurements. The Buckner North and Southbound Expressway project is an excellent example of where HDR built sustainability into a design–build project. HDR has also developed and implemented the concept of Sustainable Return on Investment (SROI), and recently employed this technique on the WSDOT SR 520 project. To date, HDR has applied SROI to over $6.7 billion in projects Burlington Bristol Bridge and provided this analysis for 3% of the TIGER grant applications, resulting in 19% of the span, another one of HDR’s awarded funds. For the Murray Morgan project, Juliet Vong and Matt Gurrad will bring their successful moveable bridge extensive sustainability and SROI expertise to the design and construction efforts, further projects. maximizing the benefits of this project for City of Tacoma.

11 | Section 2 | Technical Qualifications Figure 2.3 Summary of Team’s Design Project Experience KEY FEATURES IN COMMON ridge b ridge B

eha b ift unding R etrofit utrea c h L F ridge or R

s eature O B oordination on c rete . F PROJECT air e c hani al e p rainage teel erti c al ei s mi c le c tri al ermitting ed treet sc a p e b ility u s taina u b li c ederal

PROJECT NAME VALUE FIRM(S) S PS C V R S M E P D P RR C S S F P HIGHLIGHTS PAGE DESIGN FIRM(S) Route 1 & 9 over the Passaic River $7,000,000 HDR/ Link • Reduced moveable span dead load and resolved operational issues B-25–      Controls B-26 Virginia DOT Moveable Bridge On- $12,000,000 HDR/ Link • Continuously working with VDOT to improve operational reliability B-27–      Call Contract Controls • Retained for the past seven years as the lead moveable bridge consultant with VDOT B-28 Wards Island Pedestrian Bridge $15,500,000 HDR • Tailored scope based upon client budget to include deck and electrical rehab along with lighting and roadway B-31            improvements • ARRA-funded projects CSX Mobile River Vertical Lift Bridge $64,000,000 HDR • Managed design team and provided REI B-32         • Replaced swing span with new vertical lift bridge WSDOT SR 520 General Engineering $4,500,000,000 HDR • Serves as WSDOT’s GEC providing a full suite of services, including supporting the procurement of the design- B-33– Consultant – 6,670,000,000             build team B-34 (est.) • New six-lane floating bridge is scheduled to open in 2016 Shoreline Aurora Corridor $65,000,000 HDR • Provides bus transit facilities, traffic congestion relief, increased safety for pedestrians and drivers, and B-35– Improvements (North 165th Street to       enhanced economic development B-36 North 205th Street) • The project will enhance the City’s image through utility undergrounding and streetscape improvements WSDOT Springbrook Creek Wetland $16,600,000 HDR • Won the WSDOT Excellence in Environmental Design Award in 2007 for HDR’s holistic approach to mitigation B-53–       and Habitat Mitigation Bank • Permitted on a fast-track schedule and met the needs of the overall I-405 Corridor Program schedule B-54 US 183 A $78,000,000 Granite/ • 11.6 miles of roadway containing 22 bridges and 91,000 cubic yards of 10.5-inch concrete paving B-23–       HDR B-24 6.7 Cummins Bridge $1,300,000 HDR/ Link • Complete electrical system rehabilitation B-51 Controls • Conversion of obsolete thyrister drive with modern flux vector drive   • Obsolete control system replaced with modern technology • A major element of this project included the replacement of the Aerial cables carrying electrical power and control signals across the channel between the towers Memorial and Sarah Mildred Long $185,000,000 HDR/ Link • In-depth inspection, rehabilitation, and construction cost estimating work N/A Bridges Controls        • Life-cycle cost analysis, including O&M • Emergency structural repairs to maintain load rating Burlington Bristol Bridge $2,500,000 HDR  • Operating rope system rehabilitation N/A MetroParks Tacoma District N/A (planning) Hough • Balanced financial cost and environmental benefits while maximizing value to City of Tacoma B-65 Headquarters Sustainable Landscape Beck &     Master Plan Baird

Section 2 | Technical Qualifications | 12 Figure 2.4 Summary of Key Individuals’ Design Qualifications

NAME ROLE YRS. SELECTED EXPERIENCE PAGE KEY STAFF NAMED IN THE RFQ Philip Bogardus, PE Project Manager 35 • Experience with older structures on the Meadowbrook and Novelty Bridge Replacements, both of which contained lead contaminated paint A-3– • Estimated, engineered, and managed structures on bridge projects containing large-span steel arched truss bridges A-4 • Engineered construction methods to coordinate traffic across temporary bridge and onto the new structure • Project Manager for a six-span prestressed girder bridge that was constructed over an operational railroad switching yard Dave Korpi, PE, SE Project Design 33 • More than 30 years of experience managing complex bridge design projects A-19– Manager • Managed the seismic strengthening and retrofit of the Richmond San-Rafael Bridge steel trusses, including member strengthening gusset plate strengthening and rivet replacement A-20 • Acted as the Project Manager for the Multnomah County Willamette River Bridge retrofit study which included retrofit strengthening of six bridges • Served as the Structural Engineer for the Seattle Low Level Swing Bridge on the major machinery components, including shafts, bearing, and buffers Michael Bianchi Permitting/ 9 • Environmental Permitting Lead for the Sandy River Bridge replacement, an 800-foot-long, four-span steel bridge with multiple ESA-listed salmonids and the newly listed Pacific eulachon; project was subject to City, County, State, A-15– Environmental and Federal regulations including being a part of the Columbia River Gorge National Scenic Area A-16 Compliance • Environmental Permitting Lead for the 15-mile Creek Bridge project located in the Dalles, Oregon, a project that required intensive permitting negotiations and technical evaluation for fish passage: the steelhead in 15-mile Creek Manager are a genetically unique population of fish which garnered the project intense Tribal, State, and Federal scrutiny of the project design • Environmental Permitting Lead for the East Fork Dairy Creek Bridge replacement located on Highway 26 west of Hillsboro, Oregon; during design, East Fork Dairy Creek migrated, requiring an expedited permitting effort, and as a result, we were able to partially re-design and re-permit the project, gaining all federal and state permits, including ESA, within 60 days of discovery Don Ross, PE Project Engineer 33 • Responsible for coordinating with operational railroad during access bridge construction on local Everett Station II A-39– • Provided engineering for shoring and girder erection techniques on five-span pedestrian bridge on Canyon Park Freeway Station for WSDOT A-40 • Performed six years engineering consulting duties for Amec Civil, LLC including steel girder bridges • Expert at in structural steel, bridge jacking techniques including hydraulic lift design and planning erection methods Jeff Revard QA/QC Manager 22 • Excellent understanding of the quality assurance and quality control process, having held similar roles on WSDOT’s I-5 HOV Expansion Design-Build Project and Wallowa County/ODOT’s New Troy Oregon Bridge, A-9– for Design & among other projects A-10 Construction • Brings a practical approach to design, applying his extensive construction background to ensure that the design is constructable ADDITIONAL VALUE-ADDED KEY STAFF Ron Ohlsen, PE Principal 20 • Excellent understanding of design-build, WSDOT, the LAG Manual, and Washington State Stormwater Management plan, having served as WSDOT I-405 GEC Contract Manager, responsible for design development of projects A-7– in the downtown Bellevue section of I-405 between I-90 and SR 520, including preliminary design of a full build out master plan as well as design-build documentation and design/bid/build construction documents for the NE 10th A-8 Overcrossing Project (Stage 1 and 2) • Served as WSDOT’s I-405 GEC Traffic Manager, directly managing WSDOT’s I-405 Traffic Group as well as oversight of all of the traffic design and construction activities for the corridor Mike Ofenstein, PE Design QA 41 • Developed a maintenance program for the 128 new bridges with a goal of a 100-year life, and pavements and drainage designs were developed using a context sensitive design approach for the $1.4 billion SH 130 Design-Build, a A-11– Manager 50-mile four-lane divided limited access tollway in Austin, Texas A-12 Russ Pratt Design-Build 29 • Project Manager for the New York State DOT’s Taconic State Parkway Reconstruction Design-Build, which included the removal and replacement of five bridges, the installation of 1,000 LF of noise barrier, stone masonry, drainage, A-35– Coordinator and paving A-36 • Project Manager for the $55 million New York City DOT’s Belt Parkway over Ocean Parkway Design-Build, which consisted of removal and replacement of an existing six-lane bridge with a new longer 10-lane bridge; the project was awarded ASCE Metro Chapter’s 2005 Design-Build Project of the Year Award and was listed on the Top 10 Bridges of 2004 by Roads and Bridges magazine • Skilled at coordinating between designers and construction teams to ensure that schedules, estimates, and design-build activities are optimized, and that all schedule milestones are met Sena Kumarasena, Technical Advisor 25 • Bridge Task Manager and Technical Lead for the Mobile River Bridge (Alabama), an existing railroad swing bridge with a vertical lift bridge and modification and rehabilitation of the approach truss spans to suit: performed as a A-17– PhD, PE value engineered redesign that brought the cost of the replacement within the project construction cost constraints A-18 • Project Engineer and Technical Lead for the superstructure rehabilitation and superstructure redundancy enhancement of the Bayonne Bridge in NY/NJ, a 1,600-foot-long historic arch bridge; delivered cost effective and viable schemes for raising the existing 135-foot navigational clearance by 35 to 50 feet to facilitate the passage of super ships under the bridge • Principal Bridge Engineer and Structural Lead for the replacement of the existing crossing of the Frederick Douglas Memorial Bridge in Washington, DC, which included the existing swing bridge with a pedestrian- and bicycle- friendly signature crossing with a new moveable bridge across the 350-foot-wide navigational channel on a skewed alignment • Design Engineer for the rehabilitation of the Bentons Ferry Bridge in West Virginia, 310-foot, multi-girder parallel arch bridges over the Tygart River

13 | Section 2 | Technical Qualifications Figure 2.4 Summary of Key Individuals’ Design Qualifications (Continued)

NAME ROLE YRS. SELECTED EXPERIENCE PAGE Herbert Protin, PE Moveable Bridge 30 • 30 years experience in the inspection and rehabilitation of hundreds of steel and concrete bridges from 100-year-old pin connected truss bridges to tubular space frames and prestressed concrete voided slabs box beams and A-21– Structures I-beams A-22 • Project Lead Engineer for the inspection and repair of trusses and gusset plates for the 672-foot suspended through truss and 240 side trusses that make up the Goethals Bridge main span between New Jersey and Staten Island, NY, including preparing the analysis of gusset plates for AASHTO load combinations and conducting a review of containment systems for cleaning and painting of the main span truss structure • Structural Engineer on the jacking design for the main span truss bearings on the Tappan Zee Bridge over the Hudson river between Rockland and Westchester County, NY • Project Manager on the rehabilitation of Bridge Street Bridge an 1880 draw type bascule lift span, which included the removal and repair of through trusses and counterweight towers to retain their historic details • Project Engineer responsible for the rehabilitation of the deck truss approach spans to the University Heights Bridge over the Harlem River in New York, NY, a project that rehabilitated three 100-foot-long and a one 180-foot-long deck trusses to accommodate changes in roadway geometry • Project Engineer on the inspection and rehabilitation of main span stiffening trusses and through truss approach spans to the Manhattan Bridge over the East River • Experienced in the design of machinery supports and jacking schemes for the replacements of trunnion bearings sheaves and counterweight ropes for vertical lift bridges and the design of OSHA-approved ladders and access platforms to improve maintenance on moveable bridges Mark Pavlick, PE Steel Trusses 28 • Managed the design of the Point Marion Bridge Replacement, a new design of a truss that included the special challenge of the client wanting redundancy of the bottom chord tension members for fatigue A-23– (Main Spans) • Analyzed the existing Julien Dubuque Bridge and designed numerous truss members to rehabilitate it (the Julien Dubuque Bridge is a steel three span arch-truss bridge, including numerous truss members that required A-24 strengthening and retrofit); strengthening was primarily completed by adding individual plates to existing members and a lightweight concrete deck was used for the deck replacement for this bridge • Designed numerous member strengthening details and performed construction inspection on the Ravensburg Boulevard Bridge, including replacing the existing truss rocker bearings with pot bearings to address seismic concerns • Inspected and rated the existing five-span continuous deck truss on the Cheat Lake Bridge project John Cravotta, PE Steel Girders 24 • Experienced in the design and development of rehabilitation strategies for Girder-Floorbeam – Stringer systems. (Shippingport Bridge and SR 422 over the Shenango River) A-25– (South Approach) • Experienced in working on rehabilitation structures with built-up riveted members constructed with details similar to the Murray Morgan Bridge (Larimer Truss, Fort Pitt Bridge Approach Spans and Grace Memorial Bridge) A-26 • Developed design details to eliminate joints where structurally feasible to eliminate source of deck runoff that was the main cause of corrosion damage to steel stringers, floorbeams and sway bracing below the deck (Fort Pitt Bridge Approach Spans and Shippingport Bridge) • Reviewed Contractor submittals for rehabilitation construction (Fort Pitt Bridge Contracts, Shippingport Bridge, and Larimer Truss) Rob Richardson, PE Prestressed 18 • 18 years experience designing, retrofitting, and rehabilitating reinforced and pre-stressed concrete bridges, including historic structures dating back as far as 1910 A-27– Concrete Girders • Led structural engineering and provided construction support services for the seismic retrofit of the I-5 Ship Canal Bridge, a 4,400-foot-long bridge consisting of multi-frame continuous-span, single and double level concrete box A-28 (North Approach) girder approaches, and a 550-foot-long multi-span double deck truss structure • Managed the seismic analysis and design efforts for 38 WSDOT bridges in the last three years, more than 30 of which were pre-stressed concrete girder bridges and all of which required the integration of the current WSDOT Bridge Design Manual and AASHTO LRFD requirements with the recommendations and procedures of the 2006 revision of the FHWA Seismic Retrofitting Manual for Highway Structures: Part 1 Bridges • Experience working with the City of Tacoma • Provides creative solutions that focus on constructability and long-term performance with minimal maintenance Pete Davis, PE Moveable 37 • Brings more than 16 years of moveable bridge rehabilitation experience, including managing vertical lift bridge engineering and construction projects A-29– Mechanical & • Designated as a vertical lift bridge expert by New York City DOT A-30 Electrical Systems • Nationally-recognized moveable bridge maintenance engineering specialist Matt Gurrad, RLA, Urban Streetscape 6 • Landscape Architect for SR 520 Medina to SR 202 Project, responsible for documentation of landscape management plans and costs and assisting setting up long-term agreements between local jurisdiction and WSDOT with A-31– ASLA Design urban design and landscape management plans and cost estimates to facilitate local agencies entering into long-term agreements with WSDOT for the maintenance of landscaped lid structures over the highway A-32 • Landscape Design-Build Representative for landscape, low volume irrigation, and performance documentation of site irrigation of the LEED Silver certified US Coast Guard Shore Operations Facility Project in Seattle • Landscape Design-Build Representative/Project Manager responsible for validating landscape costs, schedule coordination with site contractor, and planting area layout for the Edmonds Professional Building upgrades Mark Burch Civil Engineering 34 • Project Manager for Pierce County’s Home Bridge, responsible for overseeing roadway and bridge design for $1.5 million bridge replacement of the 321-foot, three-span, pre-stressed concrete bridge on Key Peninsula Highway A-33– over Von Geldern Cove in Home, Washington; oversaw horizontal and vertical alignment modifications, grading, stormwater control, treatment and conveyance facilities, wetland mitigation, and construction consultation with the A-34 Contractor • Project Manager for the Auburn Pedestrian Underpass, responsible for managing conceptual design and analysis for design alternatives for a pre-stressed concrete bridge/structure for providing pedestrian undercrossing of East Valley Highway and two BNSF main line tracks • Senior Project Manager for Lewis County’s West Connector, overseeing the design/preliminary engineering, environmental permit documentation, and alignment analysis for establishing an arterial link over the Chehalis River

Section 2 | Technical Qualifications | 14 2.3 Similar Project Construction Experience Granite’s Construction Experience Granite Construction, through its merger with Wilder Construction, is one of the oldest and • Granite was the most respected general contractors in the state. From 1911 to the present, Granite has built contractor for the the infrastructure of the state’s transportation and highway system. Presently our Puget Woodrow Wilson Bridge, Sound Regional office annually builds $100 million in projects almost exclusively in the one of the few recent public sector for the state, cities, and counties of Washington State. moveable bridge design- Our local resources typically self-perform 70-percent of the work on our projects. This ability build projects in the to self-perform the majority of the project scope benefits the City by our ability to control country schedule, cost, and level of quality, each of which can be adversely affected by the use of • Granite’s rehabilitation of multiple subcontractors. the historic Meadowbrook Bridge was recognized The national and local design-build and bid-build construction expertise of the Granite with the American Public Team is significant and recognized by the industry as benchmark project delivery. All of this Works Association 2007 experience creates a model approach for the local delivery of the Murray Morgan Bridge Public Works Project Project. of the Year “In the Policies and procedures related to the management of design, construction, quality, and Projects of Historical safety, which are proven successful, have been refined and will be skillfully implemented by Significance Division” our Construction Management Team (CMT). Our core CMT, whose resumes are provided and King County’s 2005 in Appendix A, have a collective 120 years of construction experience, most of which has Certificate of Appreciation “In recognition of your been with Granite and working together on many of the projects highlighted in Figure 2.3. exceptional work as Nothing can replace this experience as a significant key to the successful delivery of the the contractor for the project. Having previously worked as a cohesive team on similar projects has developed a rehabilitation of this King functionally efficient team with significant lessons learned that will benefit the City. County Landmark Bridge” From our national experience and successful delivery of numerous design-build projects, • Our four key construction we have found it imperative to provide seamless communication, coordination, and specialists have more collaboration between design, construction, and our Owners. To support design and than 120 years of construction integration efforts, we have included a value added position of Design-Build combined experience Coordinator. • Granite has been building Russ Pratt, our Design-Build Coordinator, is himself a successful design-build project transportation projects in manager. His in-depth knowledge of the design-build process, which resulted in his the Puget Sound Region successful design-build project delivery, will add an invaluable benefit to the City and the for 99 years project. In 2008, Russ was the pursuit manager for WSDOT’s SR 520 design-build project where he worked together with our CMT to develop our design approach and cost for a bridge replacement project with many features in common with the Murray Morgan Bridge rehabilitation. Again, the national and local design-build experience supporting the strong local construction experience will be key to our Team’s success. Our Design-Build Coordinator will assist the project manager by interacting with the design manager and construction manager to: • Ensure continual interaction with design and construction disciplines • Coordinate daily with the Design Manager • Facilitate design discipline task force meetings Meadowbrook Bridge 1726 • Coordinate task force priorities, schedules, and technical issues Project.

Section 2 | Technical Qualifications | 15 • Schedule and facilitate constructability review meetings • Manage design document flow through the QMP process along with the Plan Delivery System for field execution We have selected a number of local construction projects to highlight based on their relevance to the Murray Morgan Bridge Project. These examples also demonstrate the past experience of our CMT working together in their assigned roles for this project. In addition, two design-build projects managed by our Design-Build Coordinator are offered. There is no learning curve for our CMT. Our team is locally-based and ready to perform. This local experience provides the City of Tacoma the following benefits: • A proven track record of successful project delivery as a team in their assigned roles • Familiarity with WSDOT and City of Tacoma specifications and expectations • Established working relationships with the resource agencies requirements and expectations • Familiarity with the local labor force • Familiarity with the requirements of state and federally funded projects Our construction management staff (Project Manager Phil Bogardus, Construction Manager Don Schroeder, and Project Engineer Don Ross) have a combined 100+ years of construction experience. The majority of this experience has been working for Granite and on several of the projects highlighted in Figure 2.5, on the following page. The City of Tacoma will accrue a number of benefits as a result of the highly skilled and experienced Granite construction management team. As long-time Granite employees, they are well trained in the policies and procedures related to estimating, scheduling, methods and means of construction, and cost control along with quality and safety programs. Their past working experience on projects with similar scope elements to the Murray Morgan Bridge means they will be better able to anticipate and manage the changing conditions potentially encountered during construction. There is no learning curve associated with understanding their roles and responsibilities or working together as a cohesive unit. Nothing replaces “been there, done that, together.”

16 | Section 2 | Technical Qualifications Figure 2.5 Summary of Team’s Construction Experience KEY FEATURES IN COMMON ridge ridge B B eha b ift unding R L F ridge ater or

s eature B oordination on c rete W . F PROJECT air v er e p rainage teel erti c al ed treet sc a p e b ility u s taina ederal

PROJECT NAME VALUE FIRM(S) KEY INDIVIDUALS S PS C V R D P RR C O S S F HIGHLIGHTS PAGE CONTRACTING PARTY Meadowbrook Bridge 1726A $4,300,000 Granite Phil Bogardus, Don • Rehabilitated a 1917 historic steel truss bridge Rehabilitation (Contractor) Schroeder • Project awards include American Public Works Association’s Washington State Chapter 2007 Public Works Project of the B-3–           Hough Beck & Year for Projects of Historical Significance Division as well as King County’s Certificate of Appreciation B-4 Baird (Landscape) • Removed lead-based paint and repainted rehabilitated structure within 100% positive containment system Main Street Bridge $5,500,000 Granite Phil Bogardus, Don • Rehabilitation of early 1900 steel girder bridge          B-17 Improvements Schroeder • Removal of lead-based paint and repainting over the Nooksack River Tolt Bridge #183A — NE Tolt Hill $17,135,670 Granite Phil Bogardus, Don • Constructed 1,962-foot, three-span steel truss bridge over environmentally sensitive Snoqualmie River         B-18 Road over Snoqualmie River Schroeder, Don Ross • Constructed 336-foot, three-span pre-stressed girder approach spans US 2 — 50th Street to SR 204 $8,000,000 Granite Phil Bogardus, Don • Patching damaged/spalled concrete columns and girder superstructure components    B-19 Bridge Rehabilitation Schroeder • Designed/installed platform for debris containment over a wetland Puyallup River Bridge $2,853,000 Granite Phil Bogardus, Don • Demolished the existing span damaged by a railcar fire and installed a new bridge span over a BNSF yard and mainline track       B-20 Schroeder, Don Ross • Maintained bridge traffic and railroad traffic during construction WSDOT Central King to South $6,000,000 Granite Phil Bogardus, Don • Seismic upgrades to columns, bearings, girder stops, and column caps on 19 bridges Snohomish County Bridge Schroeder, Don Ross       • All work done in an urban environment requiring close coordination with WSDOT and local agencies B-21 Seismic Retrofitting • Project completed five months ahead of schedule WSDOT South Seattle $5,400,000 Granite Don Schroeder, Don • Seismic upgrades to 14 bridges many of which were located over or adjacent to BNSF Railroad tracks       B-22 Seismic Retrofitting Ross, • Installed steel jackets on existing columns Taconic Parkway Design-Build $67,400,000 Granite Russ Pratt • Rehabilitation of four miles of roadway, including construction of five bridge structures B-5–     • The pedestrian bridge was a three-piece spliced prestressed concrete beam unit B-6 Belt Parkway Design-Build $58,600,000 Granite Russ Pratt • Construction of a new 10-lane pre-cast steel and concrete bridge B-7–      • Inverset™ Bridge System consists of precast concrete deck panels with steel beams cast integral with the deck in the shop B-8 WSDOT I-405 to I-5 Swamp $30,000,000 Granite Phil Bogardus, Don • Demolished portions of seven existing pre-stressed bridges        N/A Creek Schroeder • Reconstructed existing bridges to widen bridges for traffic improvements WSDOT I-5 Willamette River $187,000,000 Kleinfelder N/A • Two new bridges on I-5 spanning the Willamette River being constructed near Eugene B-58– Bridge B-59 South Spokane Street Viaduct $168,000,000 PRR Lynsey Gilchrist       • Before PRR, business owners in SODO were frustrated by years of construction and upset about the prospect of more work near B-64 Widening Project their properties, but through PRR’s outreach, the number of complaints from local businesses has significantly decreased DESIGN FIRMS Roosevelt Island Lift Bridge $87,000,000 HDR/ Link Controls Pete Davis, Matt • Provided expert vertical lift bridge consulting to the owner B-29–     over the East River McGuire, Herb Protin • Provided complete REI services, including shop/field inspection and functional testing B-30 I 280 Stickle Bridge $36,000,000 HDR/ Link Controls Pete Davis, Matt • Provided mechanical and electrical REI services and functional testing         N/A McGuire, Herb Protin Route 7 Witpenn $9,000,000 HDR Pete Davis, Matt • Emergency counterweight rope/sheave and bearing rehabilitation functional testing     N/A McGuire, Herb Protin

Section 2 | Technical Qualifications | 17 Figure 2.6 Key Individuals’ Construction Qualifications NAME ROLE PAGE SELECTED EXPERIENCE KEY STAFF NAMED IN THE RFQ Philip Bogardus, PE Project Manager A-3– • Worked on project containing 11 structure widenings on seven bridges A-4 • Experience with bridge construction in confined, narrow alignments Michael Bianchi Permitting/ A-15– • Project permitting modification and support for the OTIA III Bridge Environmental A-16 Program, coordinating, facilitating, and negotiating with construction Compliance contractors, fisheries agencies, wildlife agencies, and state and federal Manager wetland and water quality regulators • Attained project modifications and after-the-act permits for overfills at the Mosier Creek Bridge on I-84, near Mosier, Oregon • Conducted training for personnel, contractors, and regulators for the OTIA III Bridge Program Don Schroeder Construction A-37– • Set a safety record of less than one lost time accident per hundred Manager A-38 thousand man-hours and won numerous safety awards as a Field Foreman • Involvement with 23 bridges as superintendent or general superintendent and assisted in the preparation of estimates for nine of those bridges • Working in the Pacific Northeast for over 25 years and on numerous bridge projects in Washington and greater-Seattle area Don Ross, PE Project Engineer A-39– • Overall project management responsibility for steel erection bridge A-40 projects for projects with full/partial Federal funding Erik Hansen Construction A-41 • Responsible for pretension girder inspections for bridges on the I-5 Inspector HOV Design-Build project in Everett, Washington • Inspection of bridge decks Jeff Revard QA/QC Manager A-9– • Laboratory supervisor and inspector for Construction Quality Assurance for Design and A-10 • Special inspector for structural steel and bolting Construction • Collaborates to maintain a high level of safety • Working knowledge of documentation control ADDITIONAL VALUE-ADDED KEY STAFF Tom Zamzow Principal A-5– • Manager of Granite’s Regional office in Everett, responsible for the A-6 overall management of projects in Washington State • Experience working in conditions unique to the Pacific Northwest on bridge projects Jake Lowney Safety Manager A-13– • Safety Manager for I-15 NOW design-build project, receiving UTDOT A-14 OCIP Incentive Award recognizing him as one of UTDOT’s top safety professionals • Safety Manager for USAF runway reconstruction that achieved more than 8,000 man-hours with no OSHA recordable or lost time injuries on an active airfield • Safety Manager for USACE Dugway Proving Ground that achieved 80,000 man-hours with no OSHA recordable or lost time injuries on an active airfield

Section 2 | Technical Qualifications | 18 NAME ROLE PAGE SELECTED EXPERIENCE Russ Pratt Design-Build A-35– • Project Manager for the $55 million New York City DOT’s Belt Parkway Coordinator A-36 over Ocean Parkway Design-Build, which consisted of removal and replacement of an existing six-lane bridge • Project Manager for the New York State DOT’s Taconic State Parkway Reconstruction Design-Build, which included the removal and replacement of five bridges

Contracting Party’s Safety Record on Similar Sized Projects over the Last Five Years A company’s safety performance can be measured and benchmarked against overall industry figures in a number of statistically significant categories. For Granite, these comparisons speak for themselves. The effectiveness of the Granite Accident Prevention Program is seen in the following tables. Granite consistently achieves remarkably better safety performance than industry averages published by the Bureau of Labor Statistics. (Industry Average obtained from Bureau of Labor Statistics – NAICS 237 Heavy and Civil Engineering Construction). Granite maintains safety data for each project and then populates this into comprehensive statistics company-wide (as shown in Figure 2.6 below). We do not track safety data by project size, but would be happy to provide the safety data on any project showcased in our SOQ. Figure 2.7 Injury Incident Rate Comparison OSHA Form 200 Recordable

MAN AVERAGE INCIDENT RATE AVERAGE LOST TIME EMR YEAR HOURS GRANITE INDUSTRY GRANITE INDUSTRY GRANITE INDUSTRY 2009 9,812,516 2.5 n/a 0.7 N/A .67 1.0 2008 8,097,281 2.6 4.2 0.9 1.4 .62 1.0 2007 9,093,592 2.8 4.9 0.6 1.6 .66 1.0 2006 10,532,389 3.1 5.3 0.8 2.0 .80 1.0 2005 10,639,854 4.1 5.6 1.1 2.1 .84 1.0 Submitter’s Accident Prevention Program The Granite Accident Prevention Program is a “how-to” manual that clearly defines: • Program organization • Individual and departmental responsibilities • Discipline policy for safety violations and procedures for correcting unsafe practices or conditions • Accident investigation and reporting procedures • Record keeping procedures for regulatory agencies (OSHA, EPA, etc.) • Record keeping requirements for job site safety inspections and safety training • Special steps for accident prevention for all work activities The manual includes 24 specific Accident Prevention Provisions that address proactive safety measures. As an indication of the thoroughness of the Granite plan, each of these

19 | Section 2 | Technical Qualifications 24 specific Accident Prevention Provisions are applicable to the Murray Morgan Bridge Rehabilitation Project. In addition to Accident Prevention Provisions, we have 11 detailed Program Supplements that further address specific safety measures and procedures. On all Granite projects, our Accident Prevention Program is supplemented by a Project Safety Plan and Goals that are specifically tailored to that individual project. The project safety plan is administered by a full-time project Safety Coordinator supported by qualified and dedicated supervisors. The project Safety Coordinator reports directly to the on-site Project Manager, and has the authority to correct unsafe acts and conditions and address unsafe behavior, including the authority to stop work if the conditions warrant this action. The duties of our Safety Manager (Jake Lowney) and the Safety Coordinators who support him are to monitor and enforce the Accident Prevention Program, including new hire training, safety inspections, drug testing, compiling safety statistics, records management, and subcontractor compliance with the Project Safety Plan and Goals. The goal of our Accident Prevention Program is zero accidents through effective prevention. On the job site, our crews employ the safety programs of Strech & Flex, Take 5, and STOP to help maintain a heightened awareness to help create a safe working environment and mindset. From a safety perspective, items that pose the highest risk on this project involve working in a marine environment and the large amount of hoisting and crane work. These activities are further complicated by the wind, wave, and weather elements inherent to the project site. To mitigate these potential risks, Granite will implement a Marine Protection Plan that meets or exceeds Coast Guard standards. For crane operations, Certified Crane Operators (CCO) will be used to reduce the risk potential associated with hoisting and crane work. Granite’s Crane Manual will be adhered to, which also provides a six-month provision on written and practical testing for non-certified operators. Experience Meeting Requirements of Projects with Federal Funds Granite is well versed in the requirements of federal contracting. In 2009, 85.6% of Granite’s construction revenue was for Government contracts, including 9.0% Federal, 51.7% State, and 24.9% Local Government. Additionally, many of our State projects received matching funds from federal programs that subject them to the same contracting requirements as if the job were solely funded with federal money. In 2009, with the infusion of ARRA-funded projects and funding support to state projects into the Washington economy, more than 20% of the revenue of Granite’s Puget Sound Region was federal dollars. Collectively, Granite has completed hundreds of federal projects in the Northwest and thousands nationally. The unique requirements for documentation and reporting include the following: • Federal Aid Form (Id# 420-004 EF) to be submitted to the owner by all Subcontractors • Annual EEO Report (Id# FHWA 1391) required annually from all Contractors and Subcontractors • MEUR (Monthly Employee Utilization Report) (Id# CC 257) required monthly from all Contractors and Subcontractors • Ensure proper Davis-Bacon wage determination(s) is/are applied per 29 CFR 1.5 and 29 CFR 1.6(b)

Section 2 | Technical Qualifications | 20 • DBE, Apprentice and Training requirements as dictated by project requirements • Compliance with Buy America and other regulatory statutes • Fluid corporate and local accounting systems compliant with FAR requirements, including the ability to conform to CAS requirements The responsibility for maintaining corporate compliance on all federally-funded compliance is vested in Mike Futch, Granite’s General Council and our national Federal Compliance officer. Locally, Tom Zamzow, our Project Principal, is Granite’s regional Federal Compliance Officer. Furthermore, all Granite supervisors regularly attend corporate federal compliance training. Experience Preparing O&M Manuals and Training Operations Staff The Granite Team has extensive experience developing O&M manuals and training staff in moveable bridge operations. For example, Pete Davis worked with NYCDOT maintenance staff, the design consultant, and the contractor to develop O&M manuals which were responsive to the maintenance staff’s level of expertise and abilities for the 9th Street Vertical Lift Bridge Project. Pete Davis and Matt McGuire also developed maintenance programs and manuals for Westchester County, MdTA, Norfolk Southern Railroad, VDOT, and other moveable bridge owners. All of these documents are living and evolving with each project. One of HDR’s innovations in the area of O&M is its creation of an easy to use, highly interactive electronic O&M (eO&M) manual. HDR was the first to develop a non-proprietary eO&M manual that can be easily updated by the client’s staff without our assistance, providing great cost savings. HDR’s eO&M manual is an Internet Explorer application which requires no special software. It contains an “eO&M builder” that allows the end-user to easily add, change, and edit the manual content. Features include pre-programmed templates; help files for guidance on common tasks; intuitive navigation to drawings, figures, photographs and equipment manuals; easy access and organization of technical reports, design drawings, and interactive calculation links; and searchable and easy to update without any HTML experience. The team also brings extensive experience providing training to maintenance and operating staff. Bill Bowden (Link Controls) routinely provides operator and maintenance training on moveable bridge projects. Pete Davis and Bill Bowden will conduct the training session for this project. Staff training will include both classroom as well as field work. Maintenance staff training will consist of both mechanical and electrical operational and maintenance procedures. Electrical maintenance manuals include plans, catalogued information, suppliers, and a troubleshooting guide to common moveable bridge issues. The operators will also be trained separately to ensure the required information and knowledge is met for all personnel. Over the past 10 years, Link Controls has trained staff for 35 moveable bridges, of which eight were vertical lifts. Additionally, our team has a training program on writing O&M manuals.

21 | Section 2 | Technical Qualifications 2.4 Demonstrated History of Successful Design- Build Projects by the Design-Build Team Granite and HDR have a strong relationship working together as an integrated team, and only choose to pursue the projects in which we think are best suited to benefit the owner. • On the SR 532 Design- Since we have already formed a team and are experienced working together, we have Build Pursuit, Granite, more time to devote to making sure your needs are met. HDR, Kleinfelder, and NWAA were co-located Granite and HDR had the opportunity to work together on the 183A Design-Build project for three months that featured 22 bridges near Austin, Texas. In December 2004, Granite was awarded • On the $172.6 million this $178 million, 11.6-mile stretch of new toll road construction as the majority managing 183 A Design-Build, partner of Hill County Constructors Joint Venture. The 183A project was comparable to the Granite (the lead Murray Morgan Bridge Rehabilitation in terms of: contractor) collaborated • Design-build project delivery method regularly with HDR (as • High level of structures components the owner’s rep) • Partially-funded by Federal dollars, subjecting the project to FHWA QA/QC procedures and federal DBE requirements • Pedestrian traffic access during construction • Strong public information component Project personnel from Granite and HDR enjoyed a mutually beneficial relationship in working through project challenges, along with the other partners and owner representatives, associated with the design-build project delivery method. We know how to coordinate with multiple project subcontractors, stakeholders, and owner agencies to produce outstanding projects. Granite, HDR, Kleinfelder, and NWAA also partnered together on the SR 532 Design-Build Pursuit, successfully qualifying for the project and working together closely over a three- month period while preparing a design and construction bid for this $82 million bridge replacement and corridor improvement program in Stanwood, Washington. Most recently, Granite and HDR teamed in a Design-Build Multiple Award Task Order Contract (MATOC) procurement for the U.S. Army Corps of Engineers, Galveston District. This program seeks to design and construct multiple concurrent projects in a variety of horizontal construction areas including Marine, Infrastructure, Site Development, Flood Control and Erosion Protection. In March of 2010, the Granite/HDR design-build team was selected for the MATOC pool based on a two-phase Best Value competitive selection process that weighed firm qualifications based on a responsive SOQ combined with a Technical Proposal score on an initial SEED project. This will give Granite and HDR the opportunity to partner on $495 million worth of design-build projects for the USACE over the next several years. The result of these past relationships means: • Collaborative approach • No start-up communication costs • Pre-established technology infrastructure and document management systems • Understand how to establish shared expectations in “Planning for Success” meetings held after notice of best value • Streamlined co-location plan

Section 2 | Technical Qualifications | 22

Management and Organizational Capabilities

Granite will provide not only a quality product, but also a product with proven durability that meets or exceeds project expectations by using the following proven methods: • Incorporate our local knowledge and clear understanding of the project’s quality and • Organizational structure durability expectations and systems have been • Develop and follow the construction Quality Management Plan (QMP); effective consistently employed implementation and monitoring will play a key role in our success toward this stated on similar design-build goal projects • Implement solid best practices that will be a focal point of the design; our hands-on • Project Manager, Design experts from both design and construction will ensure that these best practices will be Manager, Design- woven into the design and construction of the project Build Coordinator, and • Translate the desired aesthetics into clear goals and incorporate these into the design Construction Manager early in the process will partner together • Work closely with City of Tacoma and key stakeholders to identify and achieve to facilitate seamless concurrence on plan elements collaboration and timely • Implement Granite’s safety program, which is well above industry norms completion 3.1 Team Breakdown of Work Below we have provided a breakdown of the firm’s percentages of responsibility we anticipate each firm contributing to the key scope items outlined in the City’s RFQ along with additional tasks that we feel are critical to this design-build project. While we have only listed the principal key individuals below, these individuals will be supported by our entire team.

Figure 3.1 Team Breakdown of Key Scope Items* TASK FIRM KEY INDIVIDUALS % OF SCOPE Project Management Granite Tom Zamzow, Phil Bogardus, Russ Pratt, Don Schroeder 80% and Leadership HDR Ron Ohlsen, Dave Korpi 20% Design/Permitting Granite Phil Bogardus, Russ Pratt 20% HDR Dave Korpi 60% CivilTech n/a (Dustin Ong, Support Staff for Retaining Walls & Lifesafety) 5% Hough Beck & Baird n/a (Juliet Vong, Support Staff for Streetscape & Sustainability) 10% Link Controls n/a (Bill Bowden, Support Staff for Control Systems) 5% Construction Granite Phil Bogardus, Don Schroeder 90% Management HDR Dave Korpi 10% Construction Granite Phil Bogardus, Don Schroeder, Don Ross 90% Sequencing HDR Dave Korpi 10% Construction Inspection Granite Phil Bogardus, Don Schroeder, Don Ross 25% Kleinfelder Erik Hansen 75% Commissioning/Startup Granite Phil Bogardus, Don Schroeder 25% HDR Pete Davis 50% Link Controls n/a (Bill Bowden, Support Staff for Control Systems) 25%

Section 3 | Management and Organization Capacities | 23 TASK FIRM KEY INDIVIDUALS % OF SCOPE Acceptance Testing Granite Phil Bogardus 25% HDR Pete Davis 50% Link Controls n/a (Bill Bowden, Support Staff for Control Systems) 25% Public Involvement PRR n/a (Lynsey Gilchrist, Support Staff for Public Involvement) 90% Granite Phil Bogardus 10% Quality Management Granite Phil Bogardus 20% HDR Dave Korpi, Mike Ofenstein 20% Kleinfelder Jeff Revard 60% Coordination with Granite Phil Bogardus, Don Schroeder 80% Operations HDR Pete Davis 20% Project and Public All Jake Lowney 100% Safety+ Historic/Cultural Granite Phil Bogardus, Don Schroeder 10% Resources HDR Dave Korpi 10% NWAA n/a (Lorelea Hudson, Support Staff for Historic/Cultural) 80% Environmental HDR Michael Bianchi 100% Compliance+ Aesthetic Treatment/ Granite Phil Bogardus, Russ Pratt 10% Sustainability HDR Matt Gurrad 50% Hough Beck & Baird n/a (Juliet Vong, Support Staff for Streetscape & Sustainability) 40% DBE Coordination Granite Phil Bogardus 80% HDR Dave Korpi 20% *Granite retains the services of HDR, Kleinfelder, and PRR by subcontract agreement. All other firms listed above are subcontracted to HDR. Granite will also subcontract electrical, mechanical, painting, lead-based paint abatement, asbetos material abatement, and survery, which will be competitively bid as the design is developed. + All team members are responsible for safety and environmental compliance. The individuals noted here are the leads for the implementation of these programs. 3.2 Team Organization and Qualifications As shown in Figure 3.2 below, our team comprises locally-based construction and design experts, supplemented by speciality service providers related to moveable and center lift bridges from around the country. It is this combination of local capability and national reach that will make the Murray Morgan Bridge Project successful. Figure 3.2 Firm Locations FIRM LOCATION Granite Construction Company 1525 E. Marine View Drive, Everett, WA 98201 HDR 500 108th Ave. NE, Suite 1200, Bellevue, WA 98004 Kleinfelder 14710 NE 87th St., Suite 100, Redmond, WA 98052 PRR 1109 First Ave., Suite 300, Seattle, WA 98101

24 | Section 3 | Management and Organization Capacities FIRM LOCATION CivilTech Engineering 10800 Northeast 8th St. Bellevue, WA 98004 Hough Beck & Baird 215 Westlake Ave. North, Seattle, WA 98109 Link Controls 16 Colt Court, Ronkonkoma, NY 11779 NWAA 5418 20th Ave. NW, Suite 200, Seattle, WA 98107

The Granite Team organization chart shown on page 26 identifies the firms and key individuals responsible for major functions associated with design, construction, quality control, and public involvement services. Granite is proposing to perform this work as a corporation, with preselected key subcontractors, as indicated in this chart. Phil Bogardus, our Project Manager, will be our team’s single point of responsibility, handling project management and project/contract administration for this project. All key personnel shown below are also committed to remaining on this project for the duration of the contract. The Granite and HDR team members identified on this chart have a proven track record of success in design-build and bridge rehabilitation projects. HDR is recognized as one of the top national moveable bridge firms for tough rehabilitation projects. Our team members routinely provide rehabilitation designs to support client budget realities. In addition to the projects highlighted in Section 2, HDR recently provided emergency gusset plate repairs for the Memorial span drive vertical lift bridge for New Hampshire DOT. HDR is also developing a best value rehabilitation design for Westchester Counties and the Fulton Avenue bridge. Our key individuals also rehabilitated the Port Clinton lift bridge over three different construction periods by phasing the work to meet the needs of the structure and the client’s available budget. Furthermore, our project experience demonstrates our experience in partnering, communication, technical excellence, meeting schedules, and providing innovation on design-build projects. Following our team organization, there is a summary of each key individual’s qualifications and role on this project.

Section 3 | Management and Organization Capacities | 25 Figure 3.3 Team Organization Legend Principals 1. Granite Construction Company (Granite) (Submitter) Tom Rutherford Tom Zamzow 1

Ron Ohlsen, PE 2 2. HDR Engineering Inc. (HDR) (Major Participant) Project Manager 3. Kleinfelder (Key Subconsultant) (Key Subconsultant) – DBE/WBE Phil Bogardus, PE 1 QA/QC Manager for Design 4. PRR & Construction Safety Manager 5. CivilTech Engineering (Key Subconsultant) – DBE/MBE Jeff Revard, CET 3 Jake Lowney 1 6. Hough Beck & Baird (Key Subconsultant) – DBE/WBE Permitting/Environmental 7. Link Controls (Key Subconsultant) Public Involvement Design QA Construction QA Industrial Hygiene Compliance 8. Northwest Archaeological 4 2 3 3 Associates (Key Subconsultant) – Lynsey Gilchrist Mike Bianchi 2 Mike Ofenstein, PE Kleinfelder Lead Paint Asbestos 3 DBE/WBE Occupational Hygiene Monitoring 3 Key personnel are called out in bold blue.

Historic/Cultural Project Design Design-Build Resources Technical Advisor Manager Coordinator Construction Manager Construction Inspector

Lorelea Hudson 8 Sena Kumarasena, PhD, PE 2 Dave Korpi, PE, SE 2 Russ Pratt 1 Don Schroeder 1 Erik Hansen 3

Moveable Mechanical & Project Engineer Structural Engineering Electrical Systems Civil Engineering Urban Streetscape Quality Testing

1 Moveable Bridge Pete Davis, PE 2 Mark Burch 2 Matt Gurrad, RLA, ASLA 2 Don Ross, PE Materials Testing Lab 3 Structures Mechanical & Electrical Testing 2 Mechanical Systems Roadway Geometry Urban Design/ Field Samples & Testing Herbert Protin, PE 2 Matthew McGuire, PE 2 Brad Shea, PE Streetscape/ Construction Team Steel Trusses: Main Sustainability Stormwater Drainage ® 6 Spans Electrical Systems Juliet Vong, ASLA, LEED AP 2 ® 2 Structures Engineer 2 Randy Geist, PE Sara Hoeber, LEED AP Fabrication Mark Pavlick, PE Traffic Control Utilities Coordination Schedule Engineer Steel Girders: South Control System Design 7 Randy Geist, PE 2 Utilities Field Engineer Approach Bill Bowden John Cravotta, PE 2

Prestressed Concrete Subcontractors Girders: North Approach 2 Rob Richardson, PE Survey Retaining Walls & Electrical Lifesafety Structures Mechanical Dustin Ong, PE, SE 5 Painting Moveable Bridge Controls 7

Section 3 | Management and Organization Capacities | 26 Figure 3.4 Key Individuals’ Qualifications NAME ROLE FIRM/LOCATION YRS EXP. RELEVANT QUALIFICATIONS PAGE KEY STAFF NAMED IN THE RFQ Philip Bogardus, PE Project Manager Granite 35 Phil Bogardus began his career as a project engineer and estimator with Constructors Pamco, and has worked for Granite since 1995. His responsibilities at Pamco included preparing A-3– 1525 E. Marine View Dr. complete bid estimates on various projects ranging from $10,000 to $30 million and then managing and administering these contracts after award. Phil is currently a Project Manager and A-4 Everett, WA 98201 Estimator specializing in Structures for Granite’s Puget Sound branch in Everett, Washington. He has extensive experience working on heavy civil bridge projects that include complex grading, paving, and concrete/steel structures projects. Phil’s experience working on large bridge projects in the state of Washington, and the Tacoma area in particular, gives him a level of familiarity with local, state and federal regulations that will ensure this important project runs smoothly. He will act as the single point of contact for members of the design team. His experience with engineering solutions as a structures specialist gives him the knowledge to understand design challenges from a practical standpoint that will ease into a seamless transition once construction begins. Phil also knows how to use design input to identify early work items to fast track this project. Also acting as the single point of contact for subcontractors and city, state, and federal representatives during the construction phase, he will partner with the local community and project stakeholders to guide this historic project to a successful completion. Dave Korpi, PE, SE Project Design HDR 33 A Senior Project Manager for Bridges and Structures, Dave Korpi brings more than three decades of structural engineering experience. He has successfully managed the structural design of A-19– Manager 500 108th Ave. NE several large transportation projects, from highways and bridges to underground and transit. He has experience managing bridge structural design for design-build projects – most notably the A-20 Suite 1200 Utah I-15 Reconstruction project, which included the design of 144 replacement bridges. He has experience managing rehabilitation and retrofit of steel bridge structures.The Richmond San- Bellevue, WA 98004 Rafael Bridge Retrofit included member and joint strengthening, gusset plate strengthening, and rivet replacement on double deck steel trusses originally built in the 1950s. He has experience with moveable bridge retrofit work for Fremont, Ballard, and University Bridges for the City of Seattle and the Hawthorne, Morrison, Burnside, and Broadway Bridges for Multnomah County. His technical expertise is in the field of seismic design and retrofit of structures, structural analysis, and concrete and structural steel design. His management expertise is in the field of consultant coordination, and design production monitoring. Dave is a hands-on Design Manager, and will be involved in the day-to-day engineering decisions. Michael Bianchi Permitting/ HDR 9 Michael Bianchi brings a wealth of recent relevant experience, most recently for the $1.3 billion Oregon Bridge Delivery Program (OBDP) as the environmental permitting lead. He successfully A-15– Environmental 1165 Union Street NE negotiated and attained environmental permits for 365 bridge repair and replacement projects and executed a programmatic permitting strategy. He met with the regulatory community (Oregon A-16 Compliance Salem, OR 97301- Department of Fish and Wildlife, Oregon Department of State Lands, Oregon Department of Environmental Quality, Oregon Department of Transportation, National Marine Fisheries Service, Manager 4693 US Fish and Wildlife Service, and the US Army Corps of Engineers) to discuss and negotiate project details on the behalf of ODOT. He was also key in review of the permit conditions during the construction phase for design-bid-build and design-build projects verifying that the terms and conditions of the permits were carried out on-site. Prior to joining HDR, Michael worked as a consultation biologist for National Marine Fisheries Service (NMFS) and US Fish and Wildlife Service (FWS). His work included completing habitat and species surveys, writing and reviewing environmental documents including biological assessments, biological opinions, habitat conservation plans, NEPA documents, safe harbors agreements, and other documents pertaining to the conservation of dozens of threatened and endangered fish and wildlife species. Michael will be using his extensive experience working on bridge and roadway projects, his intimate understanding of state and federal permitting requirements, and his skills as a biologist and negotiator to successfully meet the expectations of the role of the permitting and environmental compliance lead for this project. Don Schroeder Construction Granite 35 Don Schroeder brings more than 25 years of experience constructing major bridges in Washington to our project team. He has worked for Granite for the past 15 years as a Structures A-37– Manager 1525 E. Marine View Dr. Superintendent, managing steel and concrete bridges under varying conditions. His long career has seen him deal with many of the same elements that will be present on the Murray Morgan A-38 Everett, WA 98201 Bridge Rehabilitation project including working over water. Don has worked alongside our proposed Project Manger, Phil Bogardus, on two previous structure projects in Washington. They garnered a mutual respect for one another while working through environmental challenges on High Bridge #41 in Snohomish County and around existing rail operations on City of Tukwila’s South 180th Grade Separation. This relationship will carry over onto this project to help form a unified design-build team that will implement proven methods or develop new innovative solutions to meet all of the City of Tacoma’s needs. Don Ross, PE Project Engineer Granite 33 Don Ross began his heavy construction career with S.J.Groves & Sons in 1977 on a 1200 LF concrete, cast-in-place cantilevered bridge in California. His career advanced in roles with ever- A-39– 1525 E. Marine View Dr. increasing responsibility with various large heavy civil contractors, including DA Collins, Recchi America, and AMEC Civil. Don joined Granite in 2006 as a Senior Project Manager and worked A-40 Everett, WA 98201 on three major bridge projects in the past four years. Don Ross’s 33 years of experience on bridge projects with cumulative values will provide the City of Tacoma with a structures expert that it can trust to properly execute the Morgan Murray Bridge. His practical experience in the construction of pre-stressed concrete and steel bridge erection will allow him to work alongside his counterparts at HDR to find innovative solutions to project challenges. Likewise, Don’s understanding of how to work in marine environments via barge-mounted cranes will benefit the safety and quality of our construction operations in the field. Don’s project management experience with multi-million dollar bridge construction and rehabilitation projects in the state of Washington gives him a level of local understanding that other contractors may not provide. He will provide valuable insight to the project team on local complexities to couple an on-time, on-budget completion with superior quality. Erik Hansen Construction Kleinfelder 12 Erik Hansen has over 10 years of experience performing testing and inspection services on various structures for conformance to project plans, specifications, and applicable code A-41 Inspector 14710 NE 87th St., requirements. His responsibilities have included field testing and inspection of concrete and prestressed construction for commercial and highway structures, soils and asphalt density testing, Suite 100 observation and evaluation of fill operations, and laboratory testing. He has been the lead special inspector for reinforced concrete structures for new bridge construction for several design-build Redmond, WA 98052 highway projects in the Puget Sound and high rise commercial projects in downtown Seattle.

27 | Section 3 | Management and Organization Capacities Figure 3.4 Key Individuals’ Qualifications(Continued) NAME ROLE FIRM/LOCATION YRS EXP. RELEVANT QUALIFICATIONS PAGE Jeff Revard, CET QA/QC Manager Kleinfelder 22 Jeff has more than 20 years of experience in quality assurance, material testing, laboratory testing, inspections, and quality control procedures to bring to bear on your project. Through Jeff’s A-9– for Design & 14710 NE 87th St., years of experience he has a thorough understanding of a variety of transportation projects and delivery methods. This variety of transportation expertise rounds out his knowledge set giving A-10 Construction Suite 100, Redmond, him a larger perspective of the necessary details of construction. Jeff is currently a project manager who oversees materials testing and inspection of soils, aggregates, reinforced concrete, WA 98052 masonry, structural steel, fire-proofing, and asphalt concrete. Previously, he has held the position of Special Inspector, Laboratory Supervisor, Field Supervisor, Project Manager, Group Manager, and Operation Manager, giving this project the added benefit of his understanding of the various roles one may play during the life of this project. He has extensive experience in field inspections and laboratory testing procedures and is very knowledgeable of current ASTM, AASHTO, WSDOT, UBC, and IBC Standards and codes. ADDITIONAL VALUE-ADDED KEY STAFF Tom Zamzow Principal Granite 25 Tom Zamzow has more than 20 years of heavy civil construction experience in Washington, Nevada, and California. He currently manages Granite’s Puget Sound region with operational A-5– 1525 E. Marine View Dr. oversight of offices in Everett, Bellingham, and Lacey. Throughout his career, he has gained experience in job inspection, engineering, estimating, field supervision, and project management. A-6 Everett, WA 98201 Tom’s experience on large design-build projects will prove invaluable to delivering the Morgan Murray Bridge Rehabilitation on time and ahead of schedule while maintaining the quality standards that have earned Granite a local and national reputation for superior work. Since Granite’s proposed key personnel all work under Tom’s supervision in the greater Puget Sound area, our construction team will avoid the learning curve associated with forming new working relationships and is ready to hit the ground running from day one. In his role as Corporate Executive for all design-build and large project pursuits in the Puget Sound Region, Tom is responsible for teaming agreements and partnering initiatives undertaken in the Pacific Northwest. He will use this experience when working with his counterparts at HDR to find mutually beneficial solutions to project challenges. He will lead the communication, innovation, and camaraderie within our design- build team to aid the City of Tacoma in producing a project that its citizens can be proud of. Ron Ohlsen, PE Principal HDR 20 Ron Ohlsen is a skilled project principal with more than 20 years of civil engineering expertise specializing in highway, roadway, railroad, and utility projects. Ron has an excellent understanding of A-7– 500 108th Ave. NE WSDOT, having served as WSDOT’s Bellevue Contract Manager and Corridor Traffic Manager for the I-405 GEC since 2003. He has managed several major urban interstate corridor programs and A-8 Suite 1200 has designed a wide variety of transportation projects ranging from complex interstate projects to local street improvements as well as residential and commercial developments. Ron has worked Bellevue, WA 98004 closely on LAG Manual projects and understands how to navigate situations where WSDOT and agency regulations and procedures may appear to be in conflict. Jake Lowney Safety Manager Granite 5 Jake Lowney is the Regional Safety Manager for the Puget Sound Region of Granite, responsible for implementing and monitoring all corporate safety systems on active projects such as A-13– 1525 E. Marine View Dr. the Accident Prevention Program, OSHA and MSHA programs. He regularly leads safety presentations and training sessions for Granite employees, and has proven successful in applying A-14 Everett, WA 98201 loss control techniques to all aspects of work to prevent workers compensation and general liability claims, including experience managing the safety program of a large design-build project featuring heavy civil structures. Sena Kumarasena, Technical Advisor HDR 25 Sena’s 25 years of experience as a bridge engineer includes all bridge types from the simplest to the most complex types, and the small to the largest of projects in the US. He is skilled in planning A-17– PhD, PE 695 Atlantic Avenue through final detailed design, as well as technical consultation and management of the construction phase to ensure design intent is met resulting in a quality constructed product. He has played key A-18 Boston, MA 02111 roles in several design-build projects from the simpler girder type bridges to major structures, such as arch, segmental, cable-stayed, and suspension bridges, including the second Tacoma Narrows bridge. He is a registered professional engineer in the state of Washington and extremely well versed in key local issues like seismicity and bi-level performance based design. He is also well versed in construction techniques and processes as one could not successfully conceptualize or design complex bridges without addressing the constructability aspects from the very beginning. In addition to working through the construction phase of new designs, he has been involved in maintenance, rehabilitation, improvement, and problem resolution of many existing structures. He has played key technical and management roles on two vertical lift bridges. In addition to the design experience on complex bridges, he has also played lead technical and management roles on numerous rehabilitation, repair, and implementation of various corrective action on all major structural types and materials of construction. Mike Ofenstein, PE Design QA HDR 41 Mike Ofenstein has more than 40 years experience in engineering design and management of major transportation projects. Since the turn of the century, He has led the design of three major A-11– Manager 500 108th Ave. NE design-build projects, two of which were among the largest public highway projects in the nation. He has provided the essential leadership skills to deliver high quality plans, on schedule and A-12 Suite 1200 within budget, on projects nationwide. As the Design QA Manager for the Murray Morgan Bridge Project for the City of Tacoma, Mike’s design-build experience will prove to be essential to the Bellevue, WA 98004 success of the project. On other design-build projects, Mike has ensured an effective design quality management plan was in place on day one, which facilitated start-up and ensured quality. Mike’s experience on previous design-build projects, along with his organizational skills, leadership style, and team attitude will contribute greatly to the success of the Murray Morgan Bridge Project. For example, on the $1.4 billion 50-mile SH 130 Tollway Design-Build in Austin, Texas, neither the Contractor’s nor the Owner’s representatives had ever participated in a design-build project. With Mike’s leadership, both owner and contractor gained a clear understanding of how to successfully deliver a quality product on schedule and within budget. Mike encouraged/ recommended both sides to communicate for success, and he facilitated communication by establishing regular meetings between both parties to discuss ideas and to resolve issues. Herbert Protin, PE Moveable Bridge HDR 30 Herbert Protin is a recognized leader in the moveable bridge industry with 30 years of experience in the design inspection and construction of complex, moveable, and long span highway A-21– Structures 1037 Raymond Blvd. bridges. In addition, he has experience in design-build of moveable bridges and engineering support for contractors on moveable bridge projects. He brings the expertise to coordinate design and A-22 Newark, NJ 07102 constructability between structural, mechanical, and electrical design. He has acted as the contractor engineer for several moveable project, including the Illinois Street and South 6th Street projects.

Section 3 | Management and Organization Capacities | 28 Figure 3.4 Key Individuals’ Qualifications(Continued)

NAME ROLE FIRM/LOCATION YRS EXP. RELEVANT QUALIFICATIONS PAGE Mark Pavlick, PE Steel Trusses HDR 28 Mark has 28 years experience as a structural engineer and approximately 20 years as a project manager, including extensive work on numerous challenging truss rehabilitation projects. Mark A-23– (Main Spans) 11 Stanwix Street will apply his expertise with seismic analysis of the trusses as well as the design to meet current design loads. He also brings experience with bottom chord and bottom chord gusset plate A-24 Suite 800 strengthening, rivet replacement, retrofit on the end floorbeams and fascia stringers, deck replacement, replacement of truss bearings, and repair to a bent tower brace, all likely to be required Pittsburgh, PA 15222 on this project. Past experience has proven bottom chord and bottom chord gusset plate strengthening may be made by adding cover plates to the existing sections and end floorbeams can be strengthened and deck joints retrofitted to eliminate the cause of the end floorbeam deterioration. Light weight concrete or a half filled steel grid deck may be considered to lighten the deck load on the structure. This project does present some challenges, but they are similar to other projects he has worked on. Mark is skilled at developing innovative design and construction solutions, and brings solutions to the deficiencies on this particular project. He is also respectful of the history and importance this bridge has to the community. It is important to maintain its appearance without sacrificing structural integrity. He has always taken pride in conquering similar project challenges and meeting the condensed project schedules. John Cravotta, PE Steel Girders HDR 24 John has a total of 24 years experience as structural engineer working on transportation related projects. Over the last 12 years, he has been focused on the rehabilitation of steel structures, A-25– (South Approach) 11 Stanwix Street serving as a designer or project manager on numerous projects similar to the Murray Morgan Bridge. He also has worked on rehabilitation project from the inspection and preliminary design A-26 Suite 800 phase through final design and construction of the projects. The documents and service provided in these projects have received positive feedback from both the clients and contractors. His Pittsburgh, PA 15222 extensive experience in the rehabilitation of steel bridges makes John a valuable asset to the project team serving as project engineer for the south approach spans. Based on his review of the details and deficiencies noted in the Murray Morgan Bridge Feasibility Study, John can bring many lessons learned from past projects to ensure that the City receives the highest quality and most cost-effective design, delivered on time. Rob Richardson, PE Prestressed HDR 18 Rob Richardson has extensive experience in highway bridge type selection and design, seismic analysis and retrofit design, and construction support engineering. Rob has successfully A-27– Concrete Girders 500 108th Ave. NE designed a diverse array of projects having varying degrees of complexity and size and his recent experience in seismic retrofit analysis and design of prestressed concrete girder bridges is A-28 (North Approach) Suite 1200 unsurpassed. Rob’s work as a CALTRANS Structures Representative, providing construction inspection and management of many concrete bridge projects in Southern California, including Bellevue, WA 98004 the emergency replacement of two structures that collapsed during the Northridge earthquake, provided him with invaluable lessons that have aided in his production of highly constructible plans. These experiences also gave Rob tremendous insight into the need for sound engineering decision-making ability in the field, even under extraordinary circumstances. This construction experience, coupled with his strong technical background and construction experience and solid understanding of AASHTO and State standards gives him the ability to work effectively with jurisdictional authorities to provide the City of Tacoma with creative solutions that are efficient, constructible, and appropriate. Pete Davis, PE Moveable HDR 37 Pete Davis has 37 years of experience in the construction, inspection, and design of heavy mechanical and electrical systems for a wide variety of structures. He has over 16 years of moveable A-29– Mechanical & 1037 Raymond Blvd. and long span bridge construction and design experience, and has managed rehabilitation and new bridge design projects. He is recognized as an expert in moveable bridge maintenance A-30 Electrical Systems Newark, NJ 07102 and operational reliability improvement. Pete has published numerous technical papers and has been invited to make presentations to the AASHTO committee on maintenance and bridge preservation issues. He recently presented a paper at ASCE’s Steel Conference on vertical lift bridge lifecycle cost and maintenance strategies for cost reduction. Pete is the secretary of Heavy Moveable Structures, is a member of AREMA Committee 10, and is active in ASME. Matt Gurrad, RLA, Urban Streetscape HDR 6 As Urban Streetscape Design Lead, Matt brings the integrated team six years of experience in urban, sustainable, and context sensitive design. Matt’s past and current work includes a wide A-31– ASLA Design 500 108th Ave. NE range of project types, including urban infrastructure for transportation agencies, healthcare institutions, and local municipalities. His experience in urban design, landscape architecture, A-32 Suite 1200 sustainable design, and key involvement with public processes help to construct historically relevant, environmentally and economically responsible projects and spaces. Elements of Matt’s Bellevue, WA 98004 work typically included Low Impact Development initiatives, stormwater management, stream and shoreline restoration, wayfinding, regionally sensitive planting design, irrigation design, and hardscape and architectural elements. All of Matt’s work seeks to incorporate the fundamental principles an materials well rooted in sustainable design whether well publicized or not. His past project experience on the SR 520 corridor and other infrastructure projects provide the City of Tacoma a person familiar with establishing project and facility character. Drawing on the character of Thea Foss waterway, Matt seeks to help further establish the character and experience of Murray Morgan Bridge and the surrounding area with complementary streetscape elements. Mark Burch Civil Engineering HDR 34 Mark has 34 years of civil engineering experience, 12 years with WSDOT as a Design Engineering/Supervisor, 17 years with Pierce County as a Design Engineer, and 4 years with HDR as a A-33– 626 Columbia St. NW Senior Project Manager. He has managed numerous roadway projects with a structures component for addressing rehabilitation/design of steel and pre-stress concrete bridges, and will apply A-34 Suite 2A this expertise to develop a quality set of cost effective plans and specifications for the roadway improvement component of the Murray Morgan Bridge Project. His past work history while with Olympia, WA 98501 Pierce County allowed Mark the opportunity to work with City of Tacoma on a number of street and utility infrastructure projects. His familiarity and understanding with City standards, ability to implement those practices and principles, as well as being able to put to good use his past working relationships with City of Tacoma staff will benefit this project in being able to minimize cost and time through development of plans and construction documents relevant to this project. Russ Pratt Design-Build Granite 29 Russ has 29 years of heavy civil construction experience and has worked for Granite since 2002. He has worked in a variety of roles including Design-Build Coordinator and Project A-35– Coordinator 1525 E. Marine View Dr. Manager on several large, high public profile projects with award-winning results. In his role on this project, Russ will coordinate schedules, estimates and design-build activities to assist the A-36 Everett, WA 98201 project management team through the design and construction phases. He will be an active participant in the partnering meetings for public and owner relations, and will help to maintain communication with all project stakeholders to provide practical solutions to project challenges.

29 | Section 3 | Management and Organization Capacities 3.3 Management of Public Projects Granite has successfully completed thousands of highway and structures projects nationally, including the construction of more than 35 design-build infrastructure projects. • More than 90% of More than 20 of these design-build projects have contained major structures components. Granite’s design-build work has been with As Granite’s Single Point of Responsibility, Phil Bogardus will apply his 31 years of public clients construction experience on public projects, many of which were projects with federal • More than 75% of funding, to ensure that all federal requirements are fully integrated into the baseline project Granite’s annual schedule and achieved in a timely manner. revenues have come from It is our team’s national and local resources combined with our proven design-build government contracts business systems and valuable lessons learned that will ensure the success of this project. • HDR has complete Having contracted more than $8 billion worth of design-build projects since 1990, Granite more than 1,400 bridges has developed systems to guide them to a successful completion. The framework for throughout the US, most these systems has proved to be a repeatable process. Locally, Granite has a long resume of which were completed successfully delivering public works and structural projects. Having merged with Wilder for public agencies Construction in 2009, Granite has the resources of a Washington state contractor that has been building the state’s infrastructure since 1911. Since opening its first Puget Sound regional office in 1974, HDR has focused primarily on public works projects, with more than 80% of HDR’s annual local revenues coming from public projects. All of HDR’s team members assigned to this project are highly experienced working on public projects with federal funding and understand how to efficiently meet federal requirements, are skilled at getting approvals quickly, and brings relationships to make sure coordination goes smoothly. Likewise, all Granite and HDR’s subconsultants bring past experience working on public projects with federal funding. This collective base of knowledge will provide Tacoma with: • A team that has worked with multiple public owners on their first federally-funded design-build projects • Experience meeting OJT and DBE participation requirements • Proven methods for fast-tracking design-build projects • Past experience from working on award-winning environmentally sensitive projects • Innovative processes to identify and mitigate project risk and maximize your investment 3.4 Team Work Load The ability to keep staff focused on a project without the concern of other projects taking priority is a concern of most clients. Each client expects to be treated as if their project is the only one and the highest priority. The Granite Team has carefully considered the overall project requirements technically and administratively in the selection of our Team members. Each of our team members has committed the necessary resources to ensure successful design and construction of this project. The Puget Sound Region of Granite historically has constructed between $100 million and $125 million annually. The Region’s management team and business infrastructure is in place to grow this annual revenue to the next level. As a Union contractor, Granite draws upon a highly skilled labor force with the ability to meet the changing work load requirement of the project.

Section 3 | Management and Organization Capacities | 30 HDR has also carefully considered our staffing and selected only team members who have the availability, capability, and drive to deliver the highest quality product on time and on budget. When considering work load, we do not just look at the here and now; instead we looked at the entire duration of project, making certain that the staff identified in this proposal will be committed to this project from start to finish. Furthermore, should schedule become an issue, we will commit the additional qualified staff necessary to meet the agreed upon time lines for this project. Currently, HDR’s identified staff workload remains on average between 75% and 85% allocated to existing projects All team members shown under contract. With more than 400 professionals in Washington alone and based on on our team organization future work load projections, upon selection of this project the identified individuals and the chart are fully committed for support staff necessary to deliver this project will be fully available to commit 100% of their the duration of the project. time to the successful completion of this project. There are no resource limitations that can adversely affect our team’s ability to properly staff and execute this project through the proposal, design, construction, and acceptance. 3.5 Communications Plan Our communication plan is based upon lessons learned from our combined experience delivering more than 35 design-build transportation projects totaling more than $8 billion. We have developed a thorough understanding of the best project organization and the most efficient processes capable of capitalizing on the design-build method for innovative solutions and efficient project delivery. Single Point of Responsibility Our Project Manager, Phil Bogardus, will be the Granite Team’s single point of responsibility. A Puget Sound resident, Phil will be fully accessible to the City at all time. Furthermore, Granite/HDR is ready to locate our design-build team in a single project office. By bringing our design, construction, and quality personnel together with key client personnel under one roof, we facilitate the close working relationships and communication that is necessary for design-build to work effectively. Co-location offers a number of benefits: • Face-to-face communication that is far more effective than e-mail, letters, or telephone • The development of close working relationships and a “team” atmosphere • Daily, informal discussions and reviews • Convenient, timely issue resolution Effective Coordination and Communication Plan The Granite/HDR Team provides an approach to project communications that facilitates timely and effective coordination across all functional and organizational groups. Our task force meetings bring local design, construction, quality, and client personnel together on a single team to oversee a particular discipline’s efforts from the start of design through the completion of construction. Each task force serves to facilitate communication, to encourage real-time, “over-the- shoulder,” “plans in hand” design progress reviews and to resolve issues quickly. Task Force infrastructure controls all project documentation – both internal and external.

31 | Section 3 | Management and Organization Capacities Figure 3.5 Granite/HDR will use Our team is keenly aware of the importance of developing and maintaining broad-based regularly scheduled meetings to support during all phases of the project. Toward that goal, we have engaged strong regional maintain consistent communication. team members who have demonstrated involvement with appropriate resource agencies and the community. PRR, Inc., a long-standing local firm with considerable experience Tuesday (am) Design Status Meeting dealing with Tacoma area stakeholders, will facilitate external communications. City Representative Our team will interact with the City of Tacoma first through the existing relationship between Project Manager Design Manager HDR and the City as we build the Team necessary to deliver this project. We will invite city Design Engineers staff to regular task force meetings. This interactive approach will identify those areas and/ Construction Engineers or project activities that have a potential for high visibility. Communication, involvement, and QA/QC Manager for commitment are keys to successfully interfacing with the permitting agencies, stakeholders, Design and Construction and the public. Design QC Manager Subcontractor Integration and Training Wednesday (PM) Granite will ensure that all subcontractors are integrated into the project with the same Construction Schedule Meeting City Representative level of awareness to the importance of clear and open communication and participation. Project Manager As part of Granite’s subcontractor agreements, all our subcontractors will sign a letter of Construction Manager commitment to the goals of this project by active engagement in team meeting, pre-work QA/QC for Design and Construction conferences, and daily safety meetings. This will ensure a heightening awareness of Project Schedulers the requirement to work safely, build quality, and maintain compliance with all regulatory Public Involvement Coordinator Safety Manager requirements for their work scope. Project Engineers Utilities Field Engineer Partnering Field Engineers To add value to this project we propose a formal, facilitated partnering approach. Integrating the partnering approach along with the dispute resolution process described below, this Thursdays (PM) project will exceed expectations of the stakeholders and interested parties. As such, Project Schedule Meeting meetings to report progress in achieving schedule, budget, design, and construction City Representative Project Manager goals will help make partnering a normal part of the Granite work process. Applying such Construction Manager an approach has proven successful, as demonstrated by Granite’s numerous partnering Design Manager awards, including 13 AGC of America’s Marvin M. Black Excellence in Partnering Safety Manager Awards. Public Involvement Coordinator Dispute Resolution Fridays (am) Granite and HDR’s approach to design-build seeks to avoid disputes through a truly Quality Review Meeting City Representative integrated partnering. Transparent and open communication facilitates early risk Project Manager identification, which mitigates these risks proactively and prevents disputes. By its very Construction Manager nature, design-build is a changing environment; by setting up a collaborative process that QA/QC Manager for Design resolve issues at the lowest organizational level and at the earliest possible time project and Construction schedule is maintained, goals are maintained, and level of quality is preserved. To further Design QC Manager Construction Inspector avoid disputes, we will employ a proven dispute resolution process to detect issues early, Project Engineers resolve issues quickly, and reach consensus, as illustrated in Figure 3.6 (on the following page). This figure demonstrates the process for a design issue, and a similar process is used to resolve construction issues. Our Project Manager, Phil Bogardus, will monitor the process and focus the team on early and quick resolution to avoid impacts. We will organize the escalation process by discipline, not by affiliation or company, and empower these individuals with the appropriate decision-making authority.

Section 3 | Management and Organization Capacities | 32 Figure 3.6 Dispute Resolution Process

3.6 Quality Management Quality management is necessary not only to acceptance of the final product and receipt of value, but, when performed properly, is key to project success for all parties. The Granite The key attributes of our Team brings experienced construction professionals with a successful history of delivering QA/QC Program include: design-build projects to the owner’s satisfaction. For the Murray Morgan Bridge Project, • Kleinfelder’s proven Granite will develop and implement a self-administered QA/QC Program which has proven processes implemented to be extremely successful on design-build projects. Granite has engaged Kleinfelder to successfully on past provide the key members of our Quality Management Team (QMT). The Kleinfelder Quality WSDOT design-build personnel have WSDOT design-build experience, including I-405 – I-5 to SR 169 Stage 1 projects and the I-5 Everett QA/QC. • Local WSDOT The most basic synopsis of our proven quality management system is to: design-build quality • Plan the work from design through construction management experience • Establish metrics, hold points, and reporting systems with clear expectations • A Quality Team with • Effect change and identify trends through a comprehensive quality control process independent reporting to • Utilize Quality Assurance as a check of the effectiveness of quality control procedures the project Principals • Identify all changes through the field documentation process that includes an • A clear process to engineering sign-off address correction if Details on the Granite Team’s self-administered QA/QC program will be outlined in the necessary Project’s Quality Management Plan (QMP). It will be developed and administered by the QA/QC Manager for Design and Construction, Design QA Manager and Construction QA Manager who represent the leadership of the Quality Management Team (QMT). The Quality Manager reports directly to the Project Principals and coordinates with the Project Manager as shown in Figure 3.7 on the following page. This reporting structure provides added benefit to the City of Tacoma in that it keeps an independent reporting track to Project Principals separate from the Project Manager. Kleinfelder’s experience in materials testing for both owners and contractors makes them well-suited for quality management, and their success in the design-build arena truly sets them apart. Jeff Revard’s work on the I-5 Everett QA/QC project and over the last several decades demonstrates his familiarity and expertise with the role of QA/QC Manager. During project development, qualified professional engineers will produce and continuously check the design packages against contract requirements and discipline-specific checklists. They will also conduct peer and inter-discipline reviews in accordance to the process

33 | Section 3 | Management and Organization Capacities Figure 3.7 Quality Management Team shown in Figure 3.8. These efforts will be coordinated and directed by the Engineering Manager with support from the Principals Group Managers. Our Design QA Manager, Mike Ofenstein, Tom Zamzow 1 will regularly review the quality Tom Rutherford Ron Ohlsen, PE 2 control processes and provide additional training, as needed. Project Manager Formal documented reviews of the design results will be Phil Bogardus 1 QA/QC Manager for planned and conducted. Design & Construction Designs will be reviewed at 30%, 60%, and 100% 3 Jeff Revard milestones, followed by a Legend Release for Construction (RFC) to ensure all comments 1. Granite Design QA Construction QA are addressed. These will 2. HDR include and require the sign-off 3. Kleinfelder Mike Ofenstein, PE 2 Kleinfelder 3 of our Design QA Manager. A similarly rigorous process and procedure will be followed to ensure the quality designed in the job is build into the project. This not only provides for seamless incorporation of quality management throughout the project, but also allows for the incorporation of our prior experience and innovation through the involvement of our materials, construction, geotechnical, and environmental experts as appropriate. QC Inspectors and testing technicians will have the necessary experience, training, and certification required by their respective assigned tasks. Inspectors and testing technicians will have no tasks other than quality control related activities. The work of Granite and all subcontractors performing construction, fabrication, or installation on the project will be inspected and/or tested by the Quality Control staff and will be subject to City monitoring and audits. We will ensure that incoming product is not used or processed (unless otherwise approved by the City) until it has been inspected, tested, or verified as conforming. The quantities of the material will be checked to confirm that they agree with the amounts previously verified. Delivered items will be checked for damage and for appropriate identification.

Figure 3.8 Design Quality Management Process

Environmental & QA Audit QA Audit Safety Audit

Task Force Prepare QC Review Submit to City Incorporate City Stamp and Meetings Design Design for Review Comments Sign Design

Section 3 | Management and Organization Capacities | 34 Figure 3.9 Construction QA/QC Process Figure 3.9 provides the step-by-step process the Pre-Event Quality construction team will follow once Released for Design of RFC Control Activities Construction (RFC) drawings are prepared. The Package Underway construction QA/QC flowchart includes the process by which corrections to adverse inspections will be managed. Superior Quality This efficient approach to quality management Inspection/Testing Checklists Workmanship minimizes cost through avoidance of rework, Activities Identified Development Checklist Development delays, and mitigation of deficiencies, and maximizes value by providing materials and workmanship that meet or exceed the project Pre-Event requirements. Activity Meetings Held Construction Quality Control Activities Construction Activity Starts Quality Control Correlation Sampling and Testing Testing on Split Performed Samples Quality Accepting Inspection Activity Completed or Performed Hold-Point Reached (Work is Halted)

Superior Quality Workmanship Checklists

Verification/Quality Rework Until Acceptance Compliant Performed Acceptance and Verification Work No Complies or Exceeds Specs

Yes City Accepts Work

Work Resumes on Next Activity Repeat Steps Above

35 | Section 3 | Management and Organization Capacities

Team Resumes Table of Contents Philip Bogardus, PE...... A-3 Tom Zamzow...... A-5 Ron Ohlsen, PE...... A-7 Jeff Revard, CET...... A-9 Mike Ofenstein, PE...... A-11 Jake Lowney...... A-13 Michael Bianchi...... A-15 Sena Kumarasena, PhD, PE...... A-17 Dave Korpi, PE, SE...... A-19 Herbert Protin, PE...... A-21 Mark Pavlick, PE...... A-23 John Cravotta, PE...... A-25 Rob Richardson, PE...... A-27 Pete Davis, PE...... A-29 Matt Gurrad, RLA, ASLA...... A-31 Mark Burch...... A-33 Russ Pratt...... A-35 Don Schroeder...... A-37 Don Ross, PE...... A-39 Erik Hansen...... A-41

Appendix A | Resumes | A-1 FIRM Philip Bogardus, PE Granite Project Manager REGISTRATIONS Phil Bogardus is currently the Construction Manager for the Everett area office of Granite Professional Engineer construction. He began his career as a project engineer and estimator with Constructors • Washington, No. 25675, Pamco in 1979. His responsibilities included preparing complete bid estimates on various 1989 projects ranging from $10,000 to $30 million and then managing and administering these contracts after award. His 15 years of experience with Granite/Wilder has netted him EDUCATION extensive experience as a project engineer and project manager in terms of providing contract • BS | 1979 | Civil administration on complex grading, paving and concrete/steel structures projects. Engineering | Washington State Project Experience University King County, Meadowbrook Bridge 1726A Snoqualmie, WA. Senior Project Manager. PROFESSIONAL This project consisted of the rehabilitation of the Meadowbrook Bridge steel truss bridge, built AFFILIATIONS & in 1917, from a load limiting substandard two-lane bridge to a one-lane bridge providing for PUBLICATIONS both directional movements. As a team, we successfully rehabilitated one of the last steel truss • Civil Advisory Council bridges in King County. Many improvements were made to the historical bridge to meet the • AGC/ST Joint stressful demands of the nearby community and businesses since overloaded logging trucks Committee and concrete material plants constantly use the bridge to access their areas of operation. The improvements included newly designed steel and concrete approaches. Exodermic steel deck YEARS OF was incorporated with light concrete to remove weight restrictions that were once enforced EXPERIENCE on the old design. These approaches required soil modifications to reduce the chances for 35 liquefaction during seismic events. Stone columns were placed to allow water to travel freely reducing liquefaction. Concrete was added to the top of the existing pier caps to raise the steel VALUE TO CLIENT truss bridge approximately two feet to give more clearance under the bridge for floating materials • Project management during flood waters. Among the project challenges was replacing corroded stringers, jacking experience with both the truss structures up to provide an additional three feet of clearance for flooding capacity, and new construction and rebuilding the existing sidewalks. Environmental concerns included removing lead paint over an rehabilitation of concrete environmentally sensitive river and repainting the structure. and steel structures in Washington King County, Novelty Bridge Replacement, Duvall, WA. Senior Estimator & Structures • Experience coordinating Manager. This project consisted of demolition of the existing steel truss bridge that was structures activities contaminated with lead paint. Then, a 24-inch diameter foundation was pile driven. Concrete over active railroad abutments were then constructed, and a 270 ft. span steel arched truss bridge was installed, operations and public along with precast girder bridge and earth fill approaches. Phil was responsible for estimating roadways and engineering during the bid phase. After award, he provided project management support • Management of multiple to the Project Manager, Project Engineers, and field Superintendents on a variety of complex project disciplines as structure-related issues. Everett Area Manager WSDOT, Barclay Bridge Replacement, Index, WA. Senior Estimator & Structures Manager. This project included the demolition of the existing steel truss bridge that was contaminated with lead paint, along with installation of a temporary steel girder bridge to maintain SR2 highway traffic during construction of the new 178 ft. steel girder bridge with CIP deck. Phil was responsible for estimating and engineering during the bid phase. After award, he provided project management support to the Project Engineers and Field Superintendents on development of construction methods to coordinate transition of highway traffic to the temporary bridge structures, then back to the new bridge structure.

Appendix A | Resumes | A-3 Philip Bogardus, PE (Continued)

Snohomish County, High Bridge #41, Snohomish County, WA. Project Manager. This is a three-span, 425 ft. long post-tensioned concrete box girder bridge. 30,000 TNs of fill was required to reach elevation (55 ft.) before major construction could commence. The confined area between the old bridge and the new structure allowed barely enough room to construct a 180-ft. long steel/wood work trestle. Varying heights, sloping walls and the large overhangs all required constant verification of dimension for the parabolic design. Phil was responsible for overall management of the project, including the demanding river span work schedule. The construction permit only allowed for five months of work in the river in order not to interfere with the autumn fish migration. Port of Seattle, Crane 36/38 Upgrades, Seattle, WA. Project Manager. This project raised two upper container crane structures weighing approximately one million lbs. up 20 ft. and installed leg inserts to provide additional clearance under the Panomax boats. The project also required installation of a new hoisting system, electrical/computer control system upgrades and hydraulic component upgrades. Phil had overall oversight of operations, including design of the temporary jacking system for raising the crane structure and means and methods of construction. This required coordination with Port of Seattle to prevent disruption container loading/unloading. Also with Pamco, Phil acted as Steel Structures Manager. Weyerhaeuser, Everett Access Ramp, Everett, WA. Project Manager. This six-span pre-stressed girder bridge was constructed over an operational Burlington Northern Santa Fe (BNSF) railroad switching yard and main line tracks. The new structure is 636 ft. long and founded on 14 ea. 108’ x 6’ diameter drilled shafts. Installation of approximately 55,000 CY of embankment fill was required for approaches. As Project Manager, Phil was responsible for the overall management and success of the project. He acted as the single point of contact for the close coordination and scheduling required with BNSF operations managers to maintain switching yard operations and to eliminate main line track operations. WSDOT, Swamp Creek to I-5 HOV Lanes, Bothell, WA. Senior Estimator & Structures Manager. This project consisted of widening 11 bridge structures on seven different bridges, noise walls, CIP retaining walls, soldier pile retaining walls and two drainage retention storage vaults. Phil was responsible for estimating and engineering during the bid phase. After award, he provided project management support to the Project Manager, Project Engineers and Field Superintendents on a variety of complex structure-related issues. City of Tukwila, South 180th Street Grade Separation, Tukwila, WA. This project consisted of installation of cement soil deep mixing, drilled shafts (secant pile style), concrete retaining walls, two precast concrete girder railroad bridges, and soldier pile retaining walls. Phil’s estimating work included developing construction methods to perform work and mitigate impacts to BNSF and UP Railroad’s mainline train operations.

A-4 | Appendix A | Resumes FIRM Tom Zamzow Granite Principal REGISTRATIONS Tom is currently the Branch Manager of the Puget Sound Region where he manages • N/A the operations of the Everett, Bellingham and Lacey offices. He has over 20 years of construction experience in Nevada, California and Washington. Tom began his career as an EDUCATION estimator with Granite Construction Company in Reno, Nevada. Over the years, his duties • BS | 1985 | Mining have included job inspection, engineering, field superintendent, job superintendent, project Engineering | University management, estimating, bidding and management of area offices. Project responsibilities of California – Berkeley have included site grading, bridge construction, asphalt and concrete paving, utility installation, and highway safety improvements. Tom has managed many multi-million dollar PROFESSIONAL projects and will bring his extensive project and field management experience to your AFFILIATIONS & project. He will provide a valuable resource for the Project Manager on issues requiring PUBLICATIONS executive oversight. • AGC, President Project Experience YEARS OF EXPERIENCE Washington Regional Manager, Granite/Wilder Construction, Everett, WA. Tom is 25 responsible for managing multiple Granite/Wilder branch locations in the state of Washington with annual revenues in excess of $100 million, Granite/Wilder’s main work consists of road, VALUE TO CLIENT bridge and underground utility construction; asphalt paving and aggregate materials production; • Practical experience environmental remediation and environmental construction. working for WSDOT and City of Tacoma Based in Everett, Washington, the company also has regional offices in Bellingham and • Executive oversight of Olympia, Washington, and Portland, Oregon. Tom is responsible for all facets of Wilder’s seven major structures Operations in the Pacific Northwest since 2000. projects in last 10 years He has provided executive oversight to seven projects in a role similar to that of his • Supervision of all on-site proposed Project Principle position that are applicable to the work expected on the Murray Granite Key Personnel Morgan Bridge Rehabilitation, including: presented in this SOQ King County DOT, Meadowbrook Bridge 1726A Snoqualmie, WA. Regional Manager. This project consisted of the rehabilitation of the Meadowbrook Bridge steel truss bridge, built in 1917, from a load limiting substandard two-lane bridge to a one-lane bridge providing for both directional movements. As a team, we were able to successfully rehabilitate one of the last steel truss bridges in King County. Many improvements were made to the historical bridge to meet the stressful demands of the nearby community and businesses since overloaded logging trucks and concrete material plants constantly use the bridge to access their areas of operation. The improvements included newly designed steel and concrete approaches. Exodermic steel deck was incorporated with light concrete to remove weight restrictions that were once enforced on the old design. These approaches required soil modifications to reduce the chances for liquefaction during seismic events. Stone columns were placed to allow water to travel freely reducing liquefaction. Concrete was added to the top of the existing pier caps to raise the steel truss bridge approximately two feet to give more clearance under the bridge for floating materials during flood waters. King County DOT, Tolt, Carnation, WA. Regional Manager. The Tolt Bridge Project consisted of replacing the existing steel truss bridge over the Snoqualmie River in Carnation WA. The original bridge, built in 1922, was replaced because of deterioration and failure to meet modern

Appendix A | Resumes | A-5 Tom Zamzow (Continued) standards for safety, sight lines, and load capacity. Built about 165 ft. south of the old bridge, the new bridge is longer and wider, with eight-ft. shoulders on both sides for pedestrians and bicycles. Its two 300-ft.-long steel trusses maintain the historical feel of the old bridge, while its new alignment provides a straighter route across the river. The other three spans of the bridge are comprised of W58G pre-stressed concrete girders. In order to construct the steel truss, a temporary trestle was installed in a wetland and into the Snoqualmie River. Since the trestle was over sensitive land, special precautions were taken to ensure no contaminants (i.e., petroleum products) entered the wetland. Granite worked hand in hand with King County Environmental Group and the Department of Ecology. In addition, the new truss was painted after it was erected. Granite built a rolling scaffold which hung below the truss structure which was fully enclosed, enabling the subcontractor to paint the structure without any debris entering the waters of the state. WSDOT, Barclay Bridge Replacement, Index, WA. Regional Manager. This project included the demolition of the existing steel truss bridge that was contaminated with lead paint, along with installation of a temporary steel girder bridge to maintain SR2 highway traffic during construction of the new 178 ft. steel girder bridge with CIP deck. Snohomish County DOT, Swanson Bridge, Arlington, WA. Regional Manager. The project features a 220 LF single span steel girder bridge that replaced the existing timber truss bridge. Construction featured large drilled shafts 6 to 8-inch diameter. Work was done with limited site access due to 20 ft. roadway that was required to be open to traffic while constructing the bridge. Six to eight percent steep grade posed challenges, and project personnel worked with the county to develop detour routes. WSDOT, Canyon Park Pedestrian Bridge, Bothell, WA. Regional Manager. This $5 million project included a five-span pedestrian bridge across an existing freeway that required shoring, girder erection and falsework. The project was featured in Aspire concrete bridge magazine as a cover story. Sound Transit, Everett Station II, Everett, WA. Regional Manager. The $13 million project consisted of the construction of a single span steel truss pedestrian bridge over active rail commuter lines.

A-6 | Appendix A | Resumes FIRM Ron Ohlsen, PE HDR Principal REGISTRATIONS Ron Ohlsen is a skilled project manager with extensive civil engineering expertise Professional Engineer – specializing in highway, roadway, railroad, and utility projects. Ron has an excellent Civil understanding of WSDOT, having served as WSDOT’s Bellevue Contract Manager and • Washington, No. 30761, Corridor Traffic Manager for the I-405 GEC since 2003. He has managed several major 1994 urban interstate corridor programs and has designed a wide variety of transportation projects ranging from complex interstate projects to local street improvements as well EDUCATION as residential and commercial developments. His career also includes right-of-way • BS | 1989 | Civil and alignments, maintenance of traffic, paving, drainage, retaining wall, noise wall, site Engineering | University preparation, temporary erosion control, utility plans, construction oversight, and surveying. of Washington Ron understands all WSDOT design regulations and procedures. He also has worked PROFESSIONAL closely on LAG Manual projects and understands how to navigate situations where WSDOT AFFILIATIONS & and agency regulations and procedures may appear to be in conflict. He has worked with PUBLICATIONS a variety of other standards, including but not limited to WSDOT standard plans, hydraulic • American Society of manual, Washington State Stormwater Management plan, highway runoff manual and Landscape Architects, Water Quality Certificate. Member Project Experience YEARS OF EXPERIENCE WSDOT, I-405 Corridor General Engineering Consultant – Transportation Component, 20 WA. Department Manager, Project Manager, Contracts Manager and Traffic Manager. Ron provided program management including planning, design and construction services for $1.4 VALUE TO CLIENT million of congestion relief (Nickel and TPA) projects on the 30-mile urban Interstate 405 • Extensive civil corridor. He was responsible for HDR staff on the program and assisted in the development and engineering expertise administration of WSDOT’s D-B program including development of RFQ/RFPs, participating • WSDOT’s Bellevue in the selection process, and administration of contracts. As a Contract Manager, Ron was Contract Manager and responsible for design development of projects in the downtown Bellevue section of I-405 Corridor Traffic Manager between I-90 and SR 520. Projects included preliminary design of a full build out Master Plan, for the I-405 GEC since D-B documentation for the 112th Ave SE to SE 8th Street Widening Project, D-B documentation for 2003 the NE 8th to SR 520 Braided Crossing Project and also design/bid/build construction documents th • Excellent understanding for the NE 10 Overcrossing Project (Stage 1 and 2). As Traffic Manager, Ron was responsible of WSDOT for management of the I-405 Traffic Group as well as oversight of all of the traffic design and construction activities for the corridor. BNSF Railway Company, Lakeside Subdivision, Lind, WA. Project Engineer. Ron surveyed approximately 12 miles of track for three different siding/double mainline projects. He also designed alignments and laid out new track. BNSF Railway Company, Stampede Pass, King County, WA. Design Engineer. While he surveyed bridges for replacement and rehabilitation, Ron provided design centerline for track work. He also designed centerline and geometry layout for snow sheds. Port of Tacoma, Tideflats Circulation Study, Legislative Transportation Committee, Tacoma, WA. Design Engineer. Ron preformed the preliminary design of roadway alternatives and options for study to improve access to and from the Port. The project included cost estimating and prioritizing alternatives.

Appendix A | Resumes | A-7 Ron Ohlsen, PE (Continued)

WSDOT, I-5/88th Street Interchange – Design and EIS, Marysville, WA. Project Engineer. While working on a new diamond interchange on I-5 in urban Snohomish County, Ron developed channelization, paving, signing, drainage and retaining wall plans for interchange including approximately one mile of new and widened roadway along 88th Street NE. He also developed water quality measures and provided hydraulic report and stormwater site plan. WSDOT, Bellevue Direct Access (I-405 Interchanges at NE 8th, NE 6th and NE 4th Streets), Bellevue, WA. Project Manager. This project included three different interchange reconfigurations along Interstate 405 at NE th8 , NE 6th and NE 4th Streets. At HDR’s recommendation, the project was split into two separate construction projects. The first project replaced the NE 8th Street bridge structure. In order to minimize disruption to the traveling public and the downtown business association, the bridge was designed in halves. Arterial traffic was maintained throughout the project by constructing half of the bridge in a temporary location and rolling it 64 feet into place over a weekend. The second project replaced the NE 4th Street bridge and constructed a new HOV direct access ramp at NE 6th. An extremely aggressive construction schedule was accomplished by administering an A+B contract. Ron was responsible for project management, writing the A+B specifications, oversight of all aspects of design, as well as on-call construction assistance for both projects. NE 8th Street is the main east/west arterial through Bellevue so reconstruction of the bridge had the potential to significantly disrupt traffic. Initial planning scenarios developed by another consultant included a total closure of the bridge for 10 months while the bridge was rebuilt, or building the new bridge a half at a time with half the capacity of the existing bridge for 15 months. HDR realized that NE 8th was a vital transportation link in Bellevue so an innovative solution was proposed to reconstruct the bridge without losing any of the existing capacity. When HDR inherited the project, it was one year behind schedule. By splitting the project into two construction contracts and using “A+B” contracting, the project was brought back on schedule and delivered under budget. Project honors include the American Council of Engineering Companies “Gold Award” (2005) and the Bellevue Downtown Association’s “Miracle of the Year Award.”

A-8 | Appendix A | Resumes FIRM Jeff Revard, CET Kleinfelder Construction QA/QC Manager REGISTRATIONS Jeff has extensive experience in quality assurance, material testing, laboratory testing, • See list of certifications inspections, and quality control procedures. His experience includes a wide variety of projects involving public and private facilities, including transportation, pavements, EDUCATION commercial/industrial developments, structures, and dam development and improvement • AS |1989 | Civil projects. This variety of expertise gives him a larger perspective of the necessary details Engineering Tech | of construction. Jeff is currently a project manager who oversees’ materials testing and Spokane Community inspection of soils, aggregates, reinforced concrete, masonry, structural steel, fire-proofing College and asphalt concrete. Previously he has held the position of Special Inspector, Laboratory • AS | 1977 | Carpentry Supervisor, Field Supervisor, Project Manager, Group Manager, and Operation Manager | Spokane Community giving this project the added benefit of his understanding of the various roles one may College play during the life of this project. He has extensive experience in field inspections and laboratory testing procedures and is very knowledgeable of current ASTM, AASHTO, PROFESSIONAL WSDOT, UBC and IBC Standards and codes. AFFILIATIONS & PUBLICATIONS Project Experience • N/A CH2M Hill/Atkinson/WSDOT, I-5 HOV Expansion Design-Build Project, Everett, WA. Supervisor/Inspector for Construction Quality Assurance Services. Project included 12 lineal YEARS OF miles of highway improvement including pavement, multiple structures and retaining wall EXPERIENCE systems and over 20 bridge structures. Jeff provided observation and inspected work on the 22 bridge structures and retaining structures, much like the Murray Morgan Bridge project. VALUE TO CLIENT Sound Transit, Sound Transit Central Link, Seattle-Tukwila, WA. Supervisor/Lab Manager. • Proven design-build Jeff provided and oversaw laboratory testing of soil, concrete and steel for this project in support experience on bridges of Sound Transit’s light rail system. This required his extensive knowledge of construction means • Understanding of all and methods in order to assist Sound Transit in the proper development of their testing program aspects from structural as the project has progressed. This project also required a high level of awareness and diligence steel to soils for safety. Wallowa County/ODOT, New Troy Oregon Bridge, Troy,OR. Project Manager/Supervisor. Jeff conducted QA services during the two year construction of this bridge structure. Conducted and oversaw field and laboratory testing of reinforced concrete construction including foundation supports, abutments, bridge decking and pavement of the bridge structure.

Certifications: • ACI – Concrete Field Testing Technician, No. 935940, Level I, Aggregate Testing Technician, Concrete Laboratory Testing Technician • OSHA 40-Hour HAZWOPER • Troxler Radiation Safety Officer Certification • ICC – Reinforced Concrete Special Inspector, Spray-applied Fireproofing Special Inspector, Structural Masonry Special Inspector, Structural Steel and Bolting Special Inspector, Structural Welding Special Inspector, Master of Special Inspection • WABO Special Inspector/Field Supervisor – Reinforced Concrete Special Inspector, Spray-applied Fireproofing Special Inspector, Structural Masonry Special Inspector, Structural Steel and Bolting Special Inspector, Structural Welding Special Inspector, Proprietary Anchor

Appendix A | Resumes | A-9 Jeff Revard, CET (Continued)

• WABO – Certified Technical Director, Lab Supervisor • Nuclear Gauge/Troxler

A-10 | Appendix A | Resumes FIRM Mike Ofenstein, PE HDR Design QA Manager REGISTRATIONS Mike Ofenstein has over 40 years experience in engineering design and management of Professional Engineer – major design-build transportation projects. In the last eight years, Mike has led the design Civil of three major design-build projects, two of which were among the largest public highway • Washington, No. 45092, projects in the nation. He has provided the essential leadership skills to deliver high quality 2008 plans on schedule and within budget on numerous design-build and design-bid-build projects nationwide. EDUCATION • BCE | 1968 | Civil Mike is highly skilled in all areas required for success on the Murray Morgan Bridge, Engineering | Vanderbilt including rural, urban, and interstate highway and bridge design, environmental compliance, University hydraulics engineering, maintenance of traffic, contract administration, multi-agency coordination and community involvement efforts. PROFESSIONAL AFFILIATIONS & Project Experience PUBLICATIONS Texas Department of Transportation, SH 130 Design-Build, Austin, TX. Design • American Public Works Operations Manager/Design Director. Mike led the design of a $1.4 billion, 50-mile, four-lane Association (APWA), divided limited access tollway with adjacent discontinuous frontage roads, connecting to Member I-35 and SH 45 SE. He implemented design, delivered work on schedule and managed the • Consulting Engineers design budget for the overall facility. His team, which was co-located with the contractor and and Land Surveyors of the owner, reached a maximum of nearly 200 during the design phase. The overall design California, Member program included a rail compatibility study, right-of-way identification and certification, tollway frontage roads, ramps, 128 bridges, drainage facilities, retaining walls, signing and striping, YEARS OF traffic signals, lighting, traffic control and handling, toll facilities, landscaping and irrigation. EXPERIENCE Mike’s team completed both an interim design, which was constructed, and an ultimate design, 41 which defined the right-of-way and ensured the ultimate facility can be constructed in the future VALUE TO CLIENT with minimum throw-away and disruption, including the potential for rail facilities in the median. • Extensive experience An effective compliance program ensured all environmental requirements were met and an in management of effective design quality management plan was in place on day one, which facilitated the start-up major design-build and ensured quality. transportation projects Colorado Department of Transportation and Regional Transportation District (RTD), • Essential leadership I-25 and I-225 Transportation Expansion (T-REX) Design-Build, Denver, CO. Design skills Manager. Mike was responsible for the design of the southern third (Belleview Ave. to Lincoln • Led design of three Ave.) of this $1.2 billion project, which included 17 miles of interstate reconstruction and 19 major design-build miles of new double-track light rail along the corridors. Mike led the design of the highways, projects ramps, bridges, light rail alignments, drainage, retaining walls, signing and striping, traffic control/handling and utility relocations. He also managed and coordinated with subconsultants performing design for lighting, traffic signals, landscape, irrigation, and light rail system elements and stations, and with surveying and geotechnical firms, who provided foundation and materials recommendations. Additionally, Mike managed construction support on an as-needed basis. Mike’s design approach maximized public benefits by minimizing impacts to the traveling public and adjacent properties through an effective MOT plan. Mike ensured an effective design quality management plan was in place on day one, which facilitated start-up and ensured quality. The design was completed ahead of schedule, enabling the contractor to complete the project ahead of schedule.

Appendix A | Resumes | A-11 Mike Ofenstein, PE (Continued)

South Carolina Department of Transportation, Carolina Bays Parkway Design-Build, Myrtle Beach, SC. Design Director. Mike led the design of a $300 million, 20-mile, six-lane divided limited-access parkway, which included five major interchanges, 30 new bridges, and an additional 1.5-mile segment connecting Carolina Bays Parkway to 48th Avenue in Myrtle Beach. Mike managed the design including right-of-way definition and the design of roadways, ramps, bridges, retaining and noise walls, drainage, signing and striping, lighting, traffic signals, and utility relocations. He also managed several subconsultants who provided landscaping and irrigation design, geotechnical foundation and materials recommendations, environmental mitigation and compliance, and portions of the roadway and drainage design. His coordination with local, state and federal agencies was required on a regular basis, and all environmental requirements were met through an effective compliance program. The design was led by a core co-located team while additional design work was performed in multiple offices. A design quality management plan was put in place early in the design to ensure quality. Completed seven months ahead of schedule and called out as an example of effective designer/contractor/owner partnership, the project was awarded the ACEC Engineering Excellence Award and the DBIA Excellence Award. Caltrans, I-5/SR22/SR 57 Interchange, Orange County, CA. Project Manager. Mike was responsible for the preparation of final PS&E for the reconstruction of the interchange valued at $80 million for the Orange County Transit District and Caltrans. The project included 14 bridge structures, extensive retaining walls, sound walls, 27 separate roadway alignments and seismic retrofit. Of the 14 bridges, 11 were new structures, one was temporary and three were widened and retrofitted for seismic upgrades. Mike managed a staff of 40 personnel and three subconsultants. This project received an Award of Merit as part of the 1997 Engineering Excellence Awards from The Consulting Engineers and Land Surveyors of California (CELSOC). This project was recently included in the Guiness Book of World Records as “The World’s Most Complicated Interchange,” with 629,000 vehicles per day on 66 lanes with 34 route possibilities. City of Fullerton, Highland Avenue Grade Separation, Fullerton, CA. Project Manager. Mike was involved in the preparation of both preliminary and final PS&E for the City of Fullerton. The project included the lowering of Highland Avenue along with a railroad bridge spanning the depressed alignment, extensive retaining walls to minimize impacts to adjacent properties, a shoofly to maintain railroad traffic during construction, drainage, and utility design and relocation, landscaping, and structure aesthetics, a pumping plant and extensive coordination with the railway company (BNSF).

A-12 | Appendix A | Resumes FIRM Jake Lowney Granite Safety Manager REGISTRATIONS Jake is the Regional Safety Manager for the Puget Sound Region of Granite Construction • N/A Company. His coverage area ranges from Whatcom County to Thurston County, Washington along the I-5 corridor. He is responsible for implementing and monitoring EDUCATION corporate safety systems on active projects such as the Accident Prevention Program, BS | 2006 | Occupational OSHA and MSHA programs. Safety and Health | University of Montana Jake is responsible for overall project safety at multiple concurrent job sites, asphalt hot plants and aggregate mines. He regularly leads safety presentations and training sessions PROFESSIONAL for Granite employees. Jake has proven success in applying loss control techniques to all CERTIFICATIONS aspects of work to prevent workers compensation and general liability claims, including • Certified Traffic Control experience managing the safety program of a large design-build project featuring heavy Supervisor civil structures. • Certified Competent Person Fall Protection Project Experience • Certified Competent UTDOT, I-15 New Ogden Weber Reconstruction, Weber County, UT. Safety Manager. Person Trenching and Jake coordinated and managed safety on this $240 million design-build project starting in Excavation 2007. He supervised over 600,000 man-hours, observing and monitoring various types of work • Certified CPR/First Aid including demolition, bridge structure construction, set-up operations and tear down of hot-mix • Fleet Safety Training asphalt plant, grading and paving. The project also involved multiple crane operations for pile driving and tandem pick girder sets, MSE wall construction, material hauling, traffic control • MSHA Training maintenance and a full time night shift. Under his supervision, the project achieved zero project • OSHA 30hr Training injuries in 2008. This earned Jake the UTDOT OCIP Incentive Award, recognizing him as one • OSHA 500/510 of UTDOT’s top safety professionals on OCIP Projects. He was chosen by the JV management team to accept American Road and Transportation Builders Association (ARTBA) award for • Caterpillar (CAT) Hands- innovation in safety training. on Equipment Training Utah DOT, Riverdale Road (SR-22) Reconstruct Phase I and II, Ogden, UT. Safety YEARS OF Manager. Jake was responsible for managing all health and safety aspects of this $62 million EXPERIENCE project. He performed daily site specific orientations for all personnel working on the project. The 5 scope of work being supervised included demolition of structures, pipe work, new construction of VALUE TO CLIENT pre-cast bridge structure, numerous crane operations, excavation and grading, relocating utilities, • Experience managing concrete paving, asphalt paving and a full night shift. design-build structures Chevron Corp., Chevron Salt Lake Refinery, Salt Lake City, UT. Safety Manager. Jake projects managed the health and safety of structure and grade crews in high risk areas of Salt Lake Refinery. He was responsible for administering and implementing Injury and Illness Free (IIF) program as well as the monitored Short Service Employee (SSE) mentoring program. Jake conducted training and daily observations for multiple types of work including crane operations, pile driving, confined space, paving, concrete form work, concrete pours, excavating and backfill. There were zero injuries recorded during his time on the project. Deer Valley Resort, Red Cloud Subdivision, Park City, UT. Safety Manager. Jake was responsible for managing all health and safety aspects for this private development at the Deer Valley Ski Resort. Under his supervision, the project achieved 51,454 man-hours with no injuries.

Appendix A | Resumes | A-13 Jake Lowney (Continued)

The scope of work included construction of new roadways, MSE walls and bridges in difficult weather and terrain. Deer Valley Resort, Deer Crest Subdivision, Park City, UT. Safety Manager. Jake managed all health and safety aspects of $25 million construction for this private development ski resort. The scope of work included blasting, excavation and grading, installation of underground utilities, flat concrete work and gutters, and paving with hot mix asphalt. The project achieved zero injuries during construction. Central Weber Sewer Improvement District, Sewer Treatment Plant, Ogden, UT. Safety Manager. Jake managed and monitored the Hepatitis and Tetanus vaccination program while overseeing safety on this project. He supervised trench work over 20 ft. deep, the demolition of settling units and extensive material haulage and grade out. The project achieved zero injuries during construction. USAF, Runway Reconstruction, Hill Air Force Base, UT. Safety Manager. Jake managed all health and safety aspects of this construction project for the United States Air Force. The project achieved more than 8,000 man-hours with no OSHA recordable or lost time injuries on an active airfield. The scope of work included demolition and removal of concrete panels, milling asphalt pavement, constructing and new paving with hot-mix asphalt. USACE, Dugway Proving Ground, Dugway, UT. Safety Manager. Jake managed all health and safety aspects of this $9 million construction project. Under his supervision, the project achieved 80,000 man-hours with no OSHA recordable or lost time injuries on an active airfield. The scope of work included demolition of existing runway, development of quarry, coordinating site blasting plan, construction of haul road and construction of a new 500 ft. wide by 9,000 ft. long runway with underground drainage, lighting, navigation aids and electrical vault building.

A-14 | Appendix A | Resumes FIRM Michael Bianchi HDR Permitting/Environmental Compliance Lead REGISTRATIONS Mike Bianchi is the environmental permitting lead for the Oregon Bridge Delivery Partners • N/A (OBDP), a joint venture between Fluor Corporation and HDR Engineering, Inc. He was responsibility for attaining and negotiating environmental permits for 365 bridge repair and EDUCATION replacement projects. Mr. Bianchi was also key in review of the permit conditions during the BS | 2001 | Natural construction phase for design-bid-build and design-build projects verifying that the terms Resources | Washington and conditions of the permits were carried out on site. State University at Pullman BS | Fisheries | University Prior to joining HDR, Mike worked as a consultation biologist for National Marine Fisheries of Washington (Degree not Service (NMFS) and US Fish and Wildlife Service (FWS). His work included completing complete) habitat and species surveys, writing and reviewing environmental documents including biological assessments, biological opinions, habitat conservation plans, NEPA documents, PROFESSIONAL safe harbors agreements, and other documents pertaining to the conservation of dozens of CERTIFICATIONS threatened and endangered fish and wildlife species. • N/A Project Experience YEARS OF EXPERIENCE Oregon Bridge Delivery Partners JV, OTIA III Bridge Delivery Program, OR. 9 Environmental Specialist. The Oregon Bridge Delivery Partners (OBDP) is a joint venture between HDR Engineering and the Fluor Corporation providing Program Management for VALUE TO CLIENT the OTIA III State Bridge Program. OBDP administers the $1.3 billion dollar program which • Understanding of local, is replacing or repairing hundreds of bridges throughout the state of Oregon. Mike serves as state, and federal the permitting lead responsible for negotiating and attaining state and federal approvals for permitting requirements 365 individual bridge projects, including 34 design-build projects. He also coordinates various • Environmental/ environmental issues and tasks as a liaison between the construction and environmental groups. Permitting Manager for the Oregon Bridge Oregon Bridge Delivery Partners JV, Bundle 401 Design-Build, OR. Lead Permitting Delivery Program, Biologist and Negotiator. The construction bundle was comprised of 4 bridge replacement a $1.3 billion bridge projects located near the town of Elkton, Oregon. The most notable of the bridge projects was rehabilitation and the rapid bridge reconstruction of one of the bridges, to maintain traffic on a major state highway replacement program, and access to an otherwise isolated town. The bridge designs incorporated features that improve including 34 design-build wildlife passage, maintain fish passage, and promoted stream-floodplain connectivity. Also projects worked during construction to resolve permitting questions and verify permit conditions were completed. Oregon Bridge Delivery Partners JV, Bundle 220 CMGC, OR. Lead Permitting Biologist and Negotiator. This bundle includes the replacement of two bridges located on I-5 in Eugene/ Springfield. The Willamette River Bridge (08329) will be replaced with separate northbound and southbound bridges (21038 and 21039). The Patterson Slough Bridge (08187) will also be replaced with separate northbound and southbound structures. The project required documentation and approval of fish passage for the temporary structure and during construction. Negotiation for the mitigation of existing and proposed temporary fish passage impediments was also required for this project. Additionally, Mike negotiated CWA compliance, wetland/waters fill and removal permitting, and ESA compliance. He also worked during construction to resolve permitting questions and verify permit conditions were completed. Oregon Bridge Delivery Partners JV, Bundle 210, OR. Lead Fisheries Biologist and Lead Permitting Biologist and Negotiator. This $60 million dollar project involved replacing two I-84

Appendix A | Resumes | A-15 Michael Bianchi (Continued) bridges located near the confluence of the Sandy and Columbia rivers. The Sandy River bridges will use individual permits for Department of State Lands and US Army Corps of Engineers due to the large volumes of fill material required. Mike wrote Biological Assessments for 5 ESA-listed salmonid species and the Pacific eulachon. Additionally, Mike negotiated all CWA, ESA, and state regulations with the regulatory community. Conf. Tribes of Warm Springs, Cascade Locks Resort and Casino EIS, Access Point Decision Report, and Interchange Area Management Plan, OR. HDR prepared an EIS for a land transfer for a resort and casino. HDR was responsible for environmental analysis, public and agency involvement, and engineering studies. The team prepared a Notice of Intent; coordinating and facilitating public scoping meetings; conducting outreach; conducting environmental and traffic studies; preparing technical reports; coordinating agency working groups; and preparing an ODOT IAMP and an Eight Point Access Study for a new interchange on I-84. Mike provided QA/QC support for this project. Independent Research, Seattle, WA. Volunteer research assistant to the Burke Museum of Natural History and Culture at the University of Washington. Michael assisted a PhD candidate with research on various native squirrel species in Washington and Oregon. Tasks included squirrel capture, handling, study design and data recording and processing. National Marine Fisheries Service (NMFS), OR. Statewide Lead. Collaborated with the US Forest Service (FS) and Bureau of Land Management (BLM) executing ESA consultations for over 100 various agency activities, including grazing, timber harvest, road building, stream restoration, water diversion, and recreational facilities. Michael was the statewide lead on grazing impacts on listed fisheries resources. Collaborated with various federal, state, and local jurisdictions, and private parties executing ESA consultations on activities that adversely affected ESA-listed fishes in Oregon. Activities included land and water development, irrigation improvements, stream restoration, and salmonid habitat enhancement. US Fish and Wildlife Service (FWS), CA. Negotiated the ESA consultation for the expansion of Los Angeles International Airport (LAX). The $86 million planning effort required the relocation of the endangered Riverside fairy shrimp residing on the airfield and an assessment of the project’s impacts to the endangered El Segundo blue butterfly. Conducted ESA section 7 consultation with the US Army Corps of Engineers on improvements to Prado Dam on the Santa Ana River. The project adversely affected the endangered Santa Ana River sucker, least-Bells vireo, and southwestern willow fly-catcher. Conducted ESA section 7 consultation for residential and heavy rail projects that adversely affected the Delhi Sands giant flower-loving fly in Riverside and San Bernardino counties. Conducted several ESA section 7 & 10 consultations on residential development projects that affected the California gnatcatcher, Santa Ana River woolly-star, San Bernardino kangaroo rat, Delhi Sands giant flower-loving fly, Riverside fairy shrimp, and the unarmored threespine stickleback in San Bernardino County, California

A-16 | Appendix A | Resumes FIRM Sena Kumarasena, PhD, PE HDR Technical Advisor REGISTRATIONS Sena Kumarasena has expertise and extensive experience in the planning, concept Professional Engineer formulation, design development, construction management and rehabilitation of bridges • Washington, 40166, of all types. He brings a specialized knowledge on projects with high technical content 2003 and construction complexity and his experience includes several design-build projects, design and rehabilitation of bridges and providing construction phase services, technical EDUCATION consultation and problem solving during consultation of bridges including moveable bridges. • PhD | 1989 | Structural He has played key technical and project management roles on two major vertical lift bridges Engineering | Johns to date including the CSX mobile river bridge in Alabama where he was instrumental in Hopkins University the value engineered redesign on behalf of USCG to reduce the construction costs of the • MS | 1986 | Structural planned bridge rehabilitation. Engineering | Johns Hopkins University Project Experience • BS | 1981 | Civil Central Artery Tunnel Project, Leonard P. Zakim Bunker Hill Bridge, Boston, MA. Engineering | University Project Manager and Lead Technical. Sena served as the Lead Engineer and Deputy Project of Moratuwa, Sri Lanka Manager during the design and construction of this highly complex signature cable-stayed bridge. He also led the technical efforts for resolving many construction issues including the Bent PROFESSIONAL 1 repair, the largest and most complex retrofit of a cable-stayed bridge to date. AFFILIATIONS & PUBLICATIONS Port Authority of NY/NJ, Bayonne Bridge, NY/NJ. Project Engineer and Lead Technical. • Chair of ASCE/SEI This project upgraded the 1,600-ft. span historic trussed arch bridge. The work included the Committee on Cable design of a redundancy girder system (completed) and feasibility study identifying methods, costs Supported Bridges and construction durations for both widening the existing roadway and raising the navigated • Member of ASCE/SEI clearance by 35 ft. to facilitate the use of larger ships. Committee on Bridge West Virginia DOT, Bentons Ferry Bridge, WV. Design Engineer. The project rehabilitated Security the parallel arch bridges carrying I-79 over the Tygrat River. The arches span 310 ft. with • Member of TRB approach spans consisting of multi-girders supported on steel bents. Committee on Bridge Aesthetics Maryland DOT, Sparks Road Bridge, MD. Design Engineer. The project rehabilitated the historic wrought iron truss bridge over Gunpowder Falls. Rehabilitation was accomplished by • Member of ASCE constructing new steel tied-arch within existing truss to support all of the dead and superimposed Standards Committee on Wind Tunnel Testing dead loads of the bridge. of Structures FHWA, Deer-Isle Bridge, Sedgwick, ME. Research Engineer. Sena investigated this historic • Member of ACI bridge with cable cross ties using field measurement, analytical and experimental methods to Committee 341 – identify and explain the factors for the excessive wind induced response of the bridge. The work Seismic Analysis and included finite elements modeling of the bridge dynamics that were later verified using bridge Design of Concrete vibration frequencies and mode shapes obtained using field records. These were then used in Bridge Systems developing a mathematical model of bridge aero elastic response which was again verified using • Member of ACI the field measurements of wind velocity and bridge motion data. Committee 237 – Self Virginia DOT, Frederick Douglas Memorial Bridge, Washington, DC. Task Leader. Sena Consolidating Concrete managed the bridge/structural disciplines for the type-study phase of this bridge replacement

study. The project involved development of several signature moveable bridge concepts for the replacement of the existing Frederick Douglas Memorial Bridge providing a 250-ft clear channel with unlimited vertical clearance. The four options developed consisted of a cable-stayed double-

Appendix A | Resumes | A-17 Sena Kumarasena, PhD, PE (Continued) leaf swing, stayed double-leaf bascule, traditional double-leaf bascule and double-leaf retractile. The type-study consisted of developing preliminary designs, plans and cost estimates for these YEARS OF EXPERIENCE options as well as high quality renderings and videos that illustrate the bridge views and bridge 20 operations in a fly-through environment. Gammon India Limited, Anjikhad Bridge (Design-Build), India. Project Manager and Lead VALUE TO CLIENT • Key roles on major Bridge Engineer for the tender and final design of the design-build project involving 313m long vertical lift bridges to arch bridge over Anjikhad River on behalf of Gammon India Limited. The bridge is designed to include the CSX mobile carry two railway tracks and is part of the Udhampur-Srinagar-Baramulla rail link project. The river bridge in Alabama final design consists of an innovative 3-rib arch arrangement with a steel-concrete composite rib design. The proposed innovative design was specifically developed to improve constructability of • Proven experience on the arch over this difficult terrain and improve the overall cost efficiency. The project challenges several design-build involved ensuring redundancy of critical bridge elements, difficult foundation conditions and projects and design and rehabilitation of bridges stringent deflection limits (both vertical and transverse). WSDOT, Tacoma Narrows (Design-Build), Tacoma, WA. Lead Engineer for the suspended superstructure independent design check for the main span of the design-build project. Independent design check consisted of a complete independent analysis of the bridge for live load including self weight, wind, temperature and seismic and independent design verification of the truss and the roadway members. New Hampshire DOT, Nashua-Hudson Bridge (Design-Build), NH. Project Manager for the Value-Engineering of the steel girder concrete deck composite superstructure for the four-span, 741-foot long, 88-foot wide, Nashua-Hudson Bridge over the Merrimac River. The re-engineering saved a total of 1.2 million pounds of structural steel (33%) compared to the bid design (1998). Government of Hong Kong, Ma Wan Viaducts (Design-Build), Hong Kong. Lead Design Engineer for the definitive design of the 1,650-foot, six-span, multi-cell concrete box girder viaducts carrying eight lanes of highway and two railway tracks at two levels. This design-build project is a part of the access roadway for the new $5 billion Hong Kong International Airport.

A-18 | Appendix A | Resumes FIRM Dave Korpi, PE, SE HDR Design Manager REGISTRATIONS Dave Korpi, a Senior Project Manager for Bridges and Structures, brings more than three Professional Engineer – decades of structural engineering experience. He has successfully managed the structural Civil and Structural design of several large transportation projects from highways and bridges to underground • Washington, No. 19490, and transit. He has experience managing bridge structural design for design-build projects – 1983 most notably the Utah I-15 project. Dave has experience managing rehabilitation and retrofit of steel bridge structures, notably the Richmond San-Rafael Bridge. He has experience EDUCATION with moveable bridge rehabilitation work for the City of Seattle and Multnomah County. • BS | 1976 | Civil His technical expertise is in the field of seismic design and retrofit of structures, structural Engineering | analysis, and concrete and structural steel design. His management expertise is in the field Washington State of consultant coordination, and design production monitoring. Dave is a hands-on Design University Manager, and will be involved in the day-to-day engineering decisions. PROFESSIONAL AFFILIATIONS & Project Experience PUBLICATIONS Utah Department of Transportation, I-15 Reconstruction Design-Build, Salt Lake City, • Structural Engineers UT. Structures Design Manager for a major freeway reconstruction project, the largest design- Association, build project awarded by a state DOT at the time. The project entailed removing and replacing Washington-Seattle a 17-mile section of a six-lane urban freeway, replacing seven diamond interchanges with Chapter, Member SPUIs, replacing three freeway-to-freeway interchanges and demolishing and replacing 144 bridges. Bridge types included structural steel girders for curved flyover ramp structures and YEARS OF longer spans, prestressed girders for overpasses and shorter spans and post-tensioned spliced EXPERIENCE girders for long-span SPUI bridges. Seismic demands were based on a 2,500 design event that 33 gave a 0.6g base acceleration requirement. Project responsibilities were the structural design VALUE TO CLIENT management of 144 bridges by over a 160 structural design staff (including five subconsultants), • Proven experience oversight of approximately $35 million in bridge design fees and schedule management managing bridge design to ensure completion of all bridge designs in only 19 months. The bridge design effort was for design-build completed on budget and on schedule. Preliminary construction quantities were 57,000 metric • Thoroughly familiar with tons of structural steel and 230,000 cubic meters of concrete. Design performed in accordance steel rehabilitation and with ISO 9001 Quality Assurance standards. moveable bridges CALTRANS, Richmond-San Rafael Bridge Seismic Retrofit, Oakland, CA. Project Manager for the seismic retrofit PS&E of the main span superstructure for the Richmond- San Rafael Bridge. There are thirty-six 289-foot span double deck steel Warren trusses and two 2,145-ft. double deck steel cantilever trusses. Retrofits for this major toll bridge crossing are member and joint strengthening, gusset plate strengthening, rivet replacement, isolation bearings, viscous and friction dampers and seismic joints. Analysis techniques used were a time history inelastic analysis with explicit inelastic elements. The retrofit cost is estimated at $45 million. Design was completed in 1997. WSDOT, SR 532 Design-Build Pursuit, Stanwood, WA. Structures Design Manager for this design-build pursuit with Granite Construction to improve the SR 532 corridor between Camano Island and I-5. The scope of work included replacing the General Mark W. Clark Memorial bridge, improving intersections between Camano Island and I-5, including new left – and right-turn lanes, constructing a westbound truck-climbing lane between 12th Avenue NW and 28th Avenue NW, constructing an eastbound truck-climbing lane between Pioneer Highway and 72nd Avenue

Appendix A | Resumes | A-19 Dave Korpi, PE, SE (Continued)

NW, repaving the section of road between 270th Street NW and 72nd Avenue NW, and building highway storm water run-off treatment facilities. Cascadia Monorail Co. LLC, Seattle Monorail Project, Seattle, WA. Structures Lead. Dave provided structures engineering for a 14-mile monorail transit line in downtown Seattle, including preliminary design of guideway structures and bridge crossings. HDR was awarded the design- build contract with an estimated construction cost of approximately $1.6 billion (project was later cancelled). UTDOT SR 68 Design-Build Pursuit, Saratoga Springs to Bluffdale, UT. Structures Design Manager. Dave prepared preliminary structures design for this design-build project. Seattle Department of Transportation, West Seattle Low Level Moveable Bridge, Seattle, WA. Structural Design Engineer for swing bridge machinery elements: 12-ft. diameter pivot shaft, journal bearings and races, buffers and stops, hydraulic cylinder connections and deck joints; approach structure foundations; and pier protection. Innovative concrete moveable bridge project won awards from CECW, NSPE, PCA and 1992 ASCE Civil Project of the Year. Project total cost $55 million. Multnomah County, Seismic Evaluation of Willamette River Bridges, OR. Project Manager for the seismic evaluation and conceptual design of six major bridges. The study included seismic 3-D response spectrum analysis, evaluation of seismic characteristics and liquefaction potential, capacity/demand ratios calculation, Phase I and Phase II retrofit concept development, prioritization and cost estimates, summarizing investigation results and recommendations in a report and preparing post-earthquake inspection manuals. All six bridges are steel construction and four are moveable bridges including: the Hawthorne bridge with a steel through-truss vertical lift span; the Morrison bridge with a steel deck-truss double leaf bascule span; the Burnside bridge with a steel deck-truss double leaf bascule span; the Broadway bridge with a steel through-truss double leaf Rail bascule span; the Sellwood bridge with a steel deck-truss span; and the Sauvie Island bridge with a steel through-truss main span. Estimated construction cost of this project is $86 million. King County, 14th/16th Avenue South Bridge Foundation and Mechanical Study, Seattle, WA. Structural Engineer. Dave’s responsibilities involved a bascule bridge instrumentation study to determine extent of ongoing foundation settlements and to propose substructure repairs. He also was involved with a mechanical inspection of major bearings and gears for the moveable span.

A-20 | Appendix A | Resumes FIRM Herbert Protin, PE HDR Moveable Bridge Structures REGISTRATIONS Herbert Protin is a recognized leader in the moveable bridge industry with extensive Professional Engineer experience in the design inspection and construction of complex, moveable and long span • New Jersey, No. highway bridges. In addition, he has experience in design-build of moveable bridges and GE39739, 1996 engineering support for contractors on moveable bridge projects.

EDUCATION Project Experience • BE | 1980 | Engineering | Stevens Institute of New Jersey Department of Transportation – Lift Span Deck Replacement for the Tech Route 1&9 Truck Bridge over the Passaic River, NJ. Project Manager for the deck replacement of this 333-ft. long through truss, tower drive vertical lift span. The project PROFESSIONAL included the removal of the existing half filled steel grid deck and replacement with new AFFILIATIONS & galvanized heavy duty riveted steel grid deck. The deck design uses six-inch cut channel PUBLICATIONS sections as main bearing bars riveted to straight bar secondary and sinusoidal bars. The • Heavy Moveable new deck was proposed to remove excessive dead load from the mechanical and electrical Structures, Board systems. The project also included the removal of concrete filled riveted steel grid deck and Member replacement with slip resistant aluminum plank decking. All design conforms to the 2007 • American Institute of AASHTO LRFD Specifications as modified by NJDOT. Steel Construction, Burlington Bristol Bridge Commission, Moveable Bridge Design – Operating Rope Member Replacement for the Burlington Bristol Bridge over the Delaware River. Senior Structural Engineer. Herbert was responsible for the modifications to existing through trusses for the YEARS OF installation of new deflector sheave for this historic span drive vertical lift bridge. This project is EXPERIENCE 30 designed to meet current NJDOT and AASHTO LRFD Standards. City of Cleveland, Moveable Bridge Design – West 3rd Street, Cleveland, OH. VALUE TO CLIENT Senior Engineer. Herbert was responsible for the coordination of the structural, mechanical • A thorough understanding of the and electrical design for the reconstruction of a 217 ft. span drive vertical lift bridge over interaction of structural the Cuyahoga River. He also served as the Project Manager for the construction support mechanical and services for this project. electrical systems for City of Milwaukee Department of Public Works, Moveable Bridge Design – South moveable bridges Sixth Street Viaduct Replacement, Milwaukee, WI. Senior Project Engineer. Herbert was • Extensive experience responsible for the structural design of two 100-ft. long Double Leaf Bascule Bridges as part working with contractors of the design-build of the South Sixth Street Viaduct Replacement. The project consisted of on the construction two Prestressed Concrete Cable Stayed Bridges, two Double Leaf Bascule Bridges and two of moveable bridges Prestressed Concrete Viaduct Approaches. Herbert worked closely with the contractor to find projects cost-effective solutions to expedite construction of the moveable bridges. The entire project was designed and built in two years. Port of San Francisco, Moveable Bridge Design – Illinois Street Intermodal Bridge, San Francisco, CA. Project Manager. Herbert was responsible for the 30 percent design as part of a design-build design of a curved track rolling counterweighted Bascule Bridge. The Curved track was supported by through trusses along either side of the approach span. The bridge is designed to carry either two lanes of truck traffic or one freight train for the Port of San Francisco. Project was advanced to 30 percent design.

Appendix A | Resumes | A-21 Herbert Protin, PE (Continued)

Ohio DOT, Moveable Bridge Design – Craig Bridge, Toledo, OH. Project Manager. Herbert was responsible for the modifications to the 255 ft. long double leaf Scherzer Rolling Lift Bridge. With the construction of a new adjacent high level Interstate Crossing over the Maumee River the existing bascule bridge was returned to local traffic. The existing roadway was reconfigured to include a new multi-use (pedestrian and bicycle) trail. A new ADA compliant FRP riding surface is to be installed. Railings and barrier modifications are included. Warning gates and lights will be modified to accommodate changes in roadway geometry. New York State DOT, Moveable Bridge Design – Washington Street and Ingersoll Road Rehabilitation Project, Rochester, NY. Senior Structural Engineer. Herbert was responsible for the coordination of structural and mechanical interface on the rehabilitation of two historic through truss vertical lift bridges over the Erie Canal. The bridges were constructed circa 1912 and are eligible to be listed on the National Register of Historic Places. This project involved the rehabilitation or replacement of all mechanical, electrical and structural components of the bridges, painting, architectural renovation of the control towers and highway improvements. Port Authority of New York and New Jersey – Fixed Bridge Design – Goethals Bridge Removal of Lead-Based Paint Repainting and Structural Repairs to the Main Truss Spans, NY/NJ. Senior Project Engineer. Herbert was responsible for the repainting and structural repairs to the Goethals Bridge Main Truss Spans. Performed as team leader for the in-departmenth inspection of the Main Truss Span. He reviewed the capacity of the main span through truss and gusset plates for as-inspected conditions. New York City DOT, Moveable Bridge Design – University Heights Bridge over the Harlem River, NY. Senior Engineer. Herbert was responsible for the reconstruction of 550-ft. rim-bearing swing span bridge. University Heights Bridge, a historical landmark, required reuse of many existing structural and architectural elements. New elements were detailed to match the appearance of the existing bridge. Construction was staged to minimize disruptions to vehicular and navigational traffic. Herbert was responsible for the rehabilitation of the existing deck trusses. Deck Trusses were modified to accommodate changes in bridge geometry and additional trusses were added to accommodate new widened roadway. Herbert was also involved in design of machinery support framing and the load distribution framing between swing span truss bearings and the rim-girders. Responsibilities also included the coordination of the shop drawing review process, resolution of special construction issues, including geometric modifications to existing approach trusses and the review of lifting calculations and erection procedures for pre-erected bascule span segments and steel condition survey of existing approach deck trusses. Rockland County Department of Public Works, Moveable Bridge Design – Bridge Street Bridge – Rockland County, NY. Project Manager. Herbert was responsible for the inspection and restoration of a 1880 historic Draw Type Lift Bridge. The lift span and approach span through trusses and counterweight towers were removed, rehabilitated, painted and reinstalled. A new cedar deck and framing was installed and the bridge was turned into a Bike and Pedestrian entrance to a County Park.

A-22 | Appendix A | Resumes FIRM Mark Pavlick, PE HDR Steel Trusses (Main Spans) REGISTRATIONS Mark Pavlick has designed and managed numerous design projects, including the Professional Engineer rehabilitation of steel trusses and the design and rehabilitation of straight and curved steel • Pennsylvania, No. PE- plate girder bridges, prestressed I-beam and prestressed box-beam concrete bridge and 036776-E, 1987 concrete bents. Mark has also inspected, analyzed, rated and recommended repairs for • New Jersey, No. numerous complex bridges and has checked design drawings and shop drawings for 24GE04104800, 1996 approval. Mark has also worked on the design of numerous People Mover systems, which are typically set up as Design-Build-Operate-Maintain (DBOM) projects, in which Mark will EDUCATION be involved in design, construction consultation and maintenance of the completed systems. • MS | 1988 | Civil Mark’s truss rehabilitation experience includes bridge inspection, existing condition analysis, Engineering | University truss member strengthening, floorbeam and stringer strengthening and overall structure of Pittsburgh improvements. • BS | 1982 | Civil Engineering | University Project Experience of Pittsburgh Pennsylvania DOT, District 12, Point Marion Bridge Replacement, Greene and Fayette Counties, PA. Project Manager. This bridge replacement project over the PROFESSIONAL Monongahela River included a new 410-ft. simple span Parker truss main span over the river. AFFILIATIONS & The truss was “stick” erected using a temporary pier 100-ft. from Pier 2 and cantilevered over PUBLICATIONS the temporary pier until the truss was complete at Pier 1. This innovative erection scheme was • ASCE, Member proposed by HDR to meet the temporary navigation clearances required by the Coast Guard. • American Society of Scope of services included environmental studies; extensive coordination with the U.S. Coast Highway Engineers, Guard; preliminary and final structure design and preliminary; final approach roadway design; SWPA Section President and engineering review services during construction. Final design was successfully completed • Association for Bridge in the proposed six month period to meet client financial obligations. The project has won the Construction & Design, Association of Bridge Construction and Design (ABCD) Major Structure Award for 2010. Member Iowa DOT, Julien Dubuque Bridge, Dubuque, IA. Engineer Structural and Construction YEARS OF Inspector. Mark provided rehabilitation design of a three-span, continuous truss arch highway EXPERIENCE bridge, 469 m (1,540 ft.) long, over the Mississippi River. The rehabilitation of the truss arch 28 included member strengthening and deck replacement and widening. The project also included girder strengthening, deck replacement and widening of 1,128 m (3,700 ft.) of Iowa and VALUE TO CLIENT Illinois approach spans and substructure and superstructure replacement of 152 m (500 ft.) of • Extensive truss Iowa approach. Mark also performed construction inspection for Iowa DOT during the bridge rehabilitation experience rehabilitation. This project involved extensive truss member strengthening to meet current with innovative design design criteria and remediate severe member deterioration. solutions • Commitment to meet Pennsylvania DOT, District 11, Fort Pitt Bridge and Tunnel Rehabilitation, Pittsburgh, schedule requirements PA. Engineer Structural. The project included the rehabilitation of a 750-ft. span double-deck tied arch truss as well as five approach ramps of multi-span steel I-girder units. The approach spans included a new 567-ft. continuous 5-span steel bridge and a 1,944-ft. long prestressed beam viaduct. The design was performed with a combination of LFD Design and LRFD design. Mark developed an Engineer’s construction schedule for the project, developed retrofit details, wrote special provisions among other duties for the project. The Fort Pitt Bridge is a vital link to the City of Pittsburgh. The project was completed in two four-month seasons: one for the upper level and one for the lower level. HDR has received numerous awards for this rehabilitation project.

Appendix A | Resumes | A-23 Mark Pavlick, PE (Continued)

After the project was completed, HDR titled our ACEC Award nomination “The Fort Pitt Bridge Rehabilitation – the Disaster that Never Happened”. City of Clairton, Ravensburg Bridge Rehabilitation, Clairton, PA. Engineer Structural and Construction Inspection. Mark provided rehabilitation and rating analysis of a 1,340-ft. structure which included two 500-ft. deck truss units and three steel multi-girder units. Mark also assisted in writing special provisions for the project and design drawing development. The project consisted of member strengthening, floorbeam and stringer strengthening and replacement of rocker bearing due to seismic considerations. Mark also provided construction inspection while the bridge was being rehabilitated. Magill Engineering Construction Group, Orlando International Airport, Leg A 2, Orlando, FL. Project Manager. Mark provided design services for approximately 2070′ 0” of dual shuttle aerial guideway with a central emergency walkway and a Landside Maintenance Area. The project consisted of superstructure design, maintenance area layout, shop drawing review and construction consultation for the ADtranz CX 100 system. HDR worked with Magill Engineering Construction Group on this Design-Build People Mover project. Even with the fast track schedule, the project was completed on time. ADtranz, San Francisco International Airport, AirTrain, San Francisco, CA. Project Manager. Mark provided the running beam, guidebeam, switch and seismic joint design, maintenance area layout, shop drawing review and construction consultation for the ADtranz CX 100 system. The system is a combination of a loop and pinched loop, which consists of approximately 14,100′-0” of dual shuttle aerial guideway with side emergency walkway, 10 crossovers, a North Pocket track, a South Pocket track, a test track and a Maintenance Area. The project also has 33 pivot switches and 12 seismic joints. Mark served as Project Manager for the running beam, guidebeam, switch and seismic joint design, maintenance area layout, shop drawing review, and construction consultation for the ADtranz CX 100 system. This Design-Build- Operate-Maintain (DBOM) project involved extreme seismic design loads, since the guideway was up to five stories above ground, built on fill in the San Francisco Bay and near a seismic fault. HDR provided a guideway seismic joint that would safely carry a CX-100 vehicle across a structure joint with a six foot movement capacity in a seismic event. The seismic joint consisted on numerous sacrificial members and cable restrainers.

A-24 | Appendix A | Resumes FIRM John Cravotta, PE HDR Steel Girders (South Approach) REGISTRATIONS John Cravotta has extensive experience in the management and design of highway Professional Engineer – bridges and related transportation structures and the production of final contract drawings Civil special provisions and construction cost estimates. Over the past 12 years, John has been • Pennsylvania, PE- primarily involved in rehabilitation projects for steel plate girder and steel truss bridges 056446-E, 2000 serving as designer and project manager in many of the projects. His background also includes inspection, rating and report preparation for existing transportation structures and EDUCATION construction inspection of bridges, retaining walls and cut-and-cover tunnel. • MS | 1985 | Civil Engineering | University Project Experience of Pittsburgh Pennsylvania Department of Transportation, SR 0422 over Shenango River, Bridge • BS | 1980 | Civil Rehabilitation, Butler County, PA. Project Manager. John was responsible for the Engineering | The Pennsylvania State rehabilitation design of dual 1761-ft. steel plate girder structures. Work included fatigue retrofits, University replacement of rocker bearings, reconstruction of concrete bearing pedestals, retrofit of deck joints and repair of structurally deficient members due to corrosion. PROFESSIONAL Pennsylvania Department of Transportation, Shippingport Bridge Rehabilitation, AFFILIATIONS & Beaver County, PA. Project Manager. John was responsible for the rehabilitation inspection, PUBLICATIONS design and construction services of three structures. The structures include a 1,613-ft. long • Repairing Pittsburgh’s bridge featuring a three span continuous truss and plate girder approach spans. Rehabilitation Portal,” Civil Engineering included steel truss repairs, floor system repairs and drainage modifications. Innovative Magazine, April 2004, repairs were developed to eliminate maintenance prone deck joints across the truss spans (co-author) and strengthen floorbeams. The elimination of joints reduced the initial construction cost and a • “Rehabilitation of the significant source of water from the deck which will prevent future corrosion damage to the steel Fort Pitt Bridge,” 20th superstructure. International Bridge Conference, Pittsburgh, Pennsylvania Department of Transportation, SR 0993 over Brush Creek, Larimer PA, 2003 (co-author) Bridge Rehabilitation, Westmoreland County, PA. Project Manager. John was responsible • “Using In-Span in a for the rehabilitation design and construction services of a 146-ft. steel simple span through truss Working Environment,” with steel floorsystem. Superstructure repairs included full replacement of steel stringers and International Highway end floorbeams, in addition to deck and barrier replacement. This fast track project included field Engineering Exchange inspection, a preliminary design submittal and final contract documents completed in less than Program, San Antonio, two months time. Texas, 1993 (co-author) Pennsylvania Department of Transportation, Rehabilitation of the Fort Pitt Bridge • InSpan Steering and Tunnel, Pittsburgh, PA. Project Manager/Project Engineer. John was involved with this Committee Member $135 million, 11 year project at various levels, most recently as project manager for design • Chi Epsilon National and construction services of the $84 million Phase C contract. This contract included the Civil Engineering Honor rehabilitation design of the 750-foot, tied arch bridge crossing the river and the 3,600-ft. tunnels. Society His responsibilities as project manager included coordination with the client and subconsultants, as well as overseeing design and plan preparation for the bridge and roadway portions of the project. He also served as project engineer for structures, responsible for the design and plan preparation of the rehabilitation off steel girder approach structures on earlier construction contracts. John served as the main point of contact for construction serves which required timely responses to field inquiries and review of Contractor generated submittals. Time was of the

Appendix A | Resumes | A-25 John Cravotta, PE (Continued) essence for this project as it involved phased shut downs of the most heavily used transportation • “Pre- and facility in Western Pennsylvania (ADT 150,000). HDR received excellent feed back in surveys Postprocessing completed by both the Client and the Contractor on our responsiveness during construction. Programs to Aid in the Pennsylvania Turnpike Commission (PTC) Design-build-Design Review, Allegheny Finite Element Analysis County, PA. Senior Structural Engineer. John was responsible for performing design reviews of a Longwall Mine,” on behalf of PENNDOT, District 11-0 for replacement structures crossing the turnpike main line. University of Pittsburgh, Pittsburgh, PA, 1985 Tasks included reviews of plans and specifications prepared by the PTC’s Design Consultant for the Design-build Contracts as well as review of construction plans prepared by the Design- YEARS OF build team. The documents were reviewed for compliance with PENNDOT Design Manual 4 EXPERIENCE requirements as well as constructability and maintainability of the structures. 24 Pennsylvania Department of Transportation, Structure Alternatives Study for the VALUE TO CLIENT Rehabilitation of the SR 376 EB Viaduct over the Mon Wharf, Pittsburgh, PA. Project • Rehabilitation Design Engineer. John was responsible for design alternatives study, preparation of report and cost Experience estimates for structure to carry 2000 ft. of SR 376 Eastbound over the Mon Wharf in Downtown Pittsburgh. Innovative design features were developed to save both time and cost in the • Construction reconstruction of the viaduct which included the reuse of 36 existing pile supported foundations Consultation Experience and the use of precast pier caps. • Years of experience in rehabilitation projects Port Authority of Allegheny County, North Shore Connector, Pittsburgh, PA. Senior for steel plate girder and Structural Engineer. John was working as part of the construction management team to review steel truss bridges Contractor developed submittals for compliance with plans and specifications. Project consisted of the Light Rail Transit’s system extension from Downtown Pittsburgh to the north shore of the Allegheny River. Design included both cut-and-cover and bored tunnel construction techniques. Trumbull Corporation, SR 28, Section A21, Allegheny County, PA. Project Manager. John was responsible for providing engineering design support for the General Contractor during construction. Designs included temporary retaining wall, timber lagging design and bridge over hang support designs. Massachusetts Turnpike Authority, Central Artery, Boston, MA. Structural Engineer. John was responsible for the design of underpinning to support existing superstructure and steel frame bents over the construction of the Central Artery Tunnels. Duties included the modeling and analysis of the underpinning systems for seismic design.

A-26 | Appendix A | Resumes FIRM Rob Richardson, PE HDR Prestressed Concrete Girders (North Approach) REGISTRATIONS Rob Richardson has extensive experience in highway bridge type selection and design, Professional Engineer – seismic analysis and retrofit design, retaining wall type selection and design, as well as Civil construction support of all of the aforementioned. He is a FHWA and WSDOT certified • Washington, No. 33999, bridge inspector. Early in his career, Rob worked as a Caltrans Structures Representative 1997 providing construction inspection and management of many concrete bridges in Southern California. This experience provided Rob with invaluable lessons that have aided in his EDUCATION production of highly constructible plans. It also gave Rob first-hand experience related to • Certificate | 2001 | contract administration and ensuring contractor compliance with design specifications as Project Management well as safety standards. Rob has successfully designed a diverse array of projects having Certificate | University of varying degrees of complexity and size. Coupled with his strong technical background and Washington construction experience, his solid understanding of AASHTO and State standards gives him • BS | 1992 | Civil the ability to work effectively with jurisdictional authorities to provide creative solutions that & Environmental are efficient, constructible and appropriate. Engineering | University of California Davis Project Experience

PROFESSIONAL WSDOT, Structural Design On-Call, WA. Project Manager/Senior Bridge Engineer. Rob AFFILIATIONS & was responsible for leading the analysis and design efforts for 38 bridges included the Puget PUBLICATIONS Sound Bridges Seismic Retrofit Program. Rob has coordinated and performed studies of seismic • ASCE, Member vulnerabilities of multiple structure types including prestressed concrete girder bridges, concrete box girder bridges and steel girder bridges. The project required integration of the current YEARS OF WSDOT Bridge Design Manual and AASHTO LRFD requirements with the recommendations EXPERIENCE and procedures of the 2006 revision of the FHWA Seismic Retrofitting Manual for Highway 18 Structures: Part 1 Bridges. Led by Rob, the HDR team has performed detailed analyses of the structures, including displacement ductility (or pushover) analyses. Retrofit recommendations, VALUE TO CLIENT technical reports and associated costs were presented to WSDOT and HDR was further tasked • Extensive experience to produce retrofit design plans for 33 bridges that were determined to require seismic retrofit. in highway bridge type Seismic retrofit designs implemented on this project include such items as steel and fiber selection and design reinforced polymer (FRP) column jackets, FRP beam strengthening, infill walls between existing • Years of providing columns, concrete crossbeam bolsters, steel crossframe replacements, bearing replacements, construction support girder stops, seat extensions and other miscellaneous items. services WSDOT, I-5 Ship Canal Bridge Seismic Retrofit, Seattle, WA. Lead Design Engineer. This • Seismic retrofit design seismic retrofit of 4,400 ft. long bridge consists of multi-frame continuous-span, single and double experience level concrete box girder approaches, and a 550-ft. long multi-span double deck truss structure. The Phase II retrofits consist of concrete catchers, column jacketing and concrete crossbeam strengthening, as well as replacing several fixed column-crossbeam connections with sliding bearings. Rob worked on multiple aspects of the analysis and design of the Phase II of the seismic retrofit of this major structure. Several segments are double-deck concrete box girder spans. Rob also took over the reigns as overall lead design engineer and provided engineer support services to WSDOT during construction that helped keep the project on schedule and within budget.

Appendix A | Resumes | A-27 Rob Richardson, PE (Continued)

SDOT, South Albro Place Bridge Seismic Retrofit, Seattle, WA. Structural Design Manager. Several design challenges on this project included work adjacent to existing and highly utilized railroad tracks (both UP and BN). Rob and his team devised and designed an alternative to steel column jacketing that did not reduce the existing clearance between the tracks and the existing columns, yet provides adequate resistance to lateral demands resulting from a seismic event. Rob is also providing design services during construction of this work and working with SDOT and the construction management team to quickly resolve issues as they arise and provide creative alternatives when unexpected/undocumented variations from as-built plan conditions prevent the contractor from performing the work per plan. This process is aided by Rob’s construction background, which gives him the ability to communicate effective with both SDOT and the Contractor to reach a solution with minimal down-time. SDOT, Airport Way Over Argo Yard Main Spans Peer Review, Seattle, WA. Lead Technical Reviewer. The objective of this task was to provide an independent expert review and comment on the seismic vulnerability assessment as well as seismic retrofit and bridge rehabilitation recommendations made for the main spans of Airport Way South Viaduct over Argo Railroad Yard by another consultant. Rob was tasked with preparation of a Technical Memo providing their assessment of the work completed to date on the Main Spans, assessment of alternatives identified for the Main Spans, and recommendations for moving forward including an assessment of the other consultants proposed Advanced Nonlinear Dynamic Analysis (ANDA) with regards to its validity and necessity for the Main Spans seismic study. Rob further provided an evaluation of several main spans rehabilitation options as well as a commentary regarding the effectiveness validity of proposed girder seat-extension retrofits. City of Tacoma, I-705 Pedestrian Overpass (Chihuly Bridge), Tacoma, WA. Project Engineer. Prior to joining HDR, Rob assisted in the design of and checking process during the final design phase of this landmark structure that spans I-705 and connects the Washington State History Museum to the Museum of Glass and the Thea Foss Waterway. He also provided construction support services for this steel girder pedestrian bridge with special aesthetic and artistic considerations and worked diligently to maintain and improve coordination between the WSDOT construction management team and key Tacoma personnel to address and resolve issues that arose during construction in a timely manner to keep the project moving forward.

A-28 | Appendix A | Resumes FIRM Pete Davis, PE HDR Moveable Bridge Mechanical and Electrical Systems REGISTRATIONS Pete Davis has extensive experience in the construction, inspection and design of heavy Professional Engineer – mechanical and electrical systems for a wide variety of structures. He has over 16 years Mechanical of moveable and long span bridge construction and design experience, and has managed • New Jersey, No. rehabilitation and new bridge design projects. He is recognized as an expert in moveable 24GE04283500, 2001 bridge maintenance and operational reliability improvement. He has published numerous technical papers and has been invited to make presentations to the AASHTO committee EDUCATION on maintenance and bridge preservation issues. He is the secretary of Heavy Moveable • MS | 1974 | Mechanical Structures, is a member of AREMA committee 10, and is active in ASME. Engineering | Clarkson University Project Experience • BS | 1972 | Civil New York City DOT, Rehabilitation of the Wards Island Pedestrian Bridge over the Engineering | Clarkson Project Principal. Pete was responsible for the rehabilitation design of new University Harlem River, NY. mechanical/electrical drive and control systems for this historically significant vertical lift bridge. PROFESSIONAL All bridge lighting was rehabilitated, new incoming electrical service, MCC and control system AFFILIATIONS & rehabilitation, span balance adjustment for heavier deck, rehabilitation of counterweight and PUBLICATIONS span guides and installation of access platforms to facilitate maintenance. HDR also secured • Secretary of Heavy all permits for the project including the submarine cable installation. To respond to the DOT’s Moveable Structures budgetary challenges, the rehabilitation scope was adjusted to include only critical items. Work was performed on an accelerated schedule due to ARRA funding requirements. Design was • Member of American completed in 2009 for $15 million construction value. Society of Mechanical Engineers New Jersey DOT, NJ Interstate I-280, Stickle Bridge over the Passaic River, Harrison, • Member of American NJ. Project Principal. Pete was responsible for inspection and consultant services to the NJ DOT Railway Engineer and Resident Engineer for the rehabilitation of this federally funded vertical lift bridge. He was the Maintenance of Way lead for shop and field inspection of mechanical components, electrical systems, counterweight Association rope manufacturing and functional testing.

YEARS OF New York City DOT Bridge Division, Roosevelt Island Vertical Lift Bridge, New York, EXPERIENCE NY. Moveable Bridge Expert. Pete is responsible for oversight and consultant support to the 37 resident engineer and the City of New York for the shop and field inspection of all moveable bridge systems as well as erection procedures for the reconstruction of this vital transportation VALUE TO CLIENT link (only highway structure between Roosevelt Island and Queens). This federally funded project • Vertical Lift Bridge included critical milestones requiring the bridge to be operational during United Nations sessions. Expert New Jersey DOT, Route 1 and 9 Truck Vertical Lift Bridge over the Passaic River, NJ. • MB maintenance Project Principal. Pete was responsible for third party independent testing and investigation of engineering expert this tower drive vertical lift bridge that carries four lanes of primarily truck traffic over the Passaic River. The investigation followed the completion of the re-decking, electrical and mechanical rehabilitation. Upon completion of the rehabilitation, the bridge was not operating to the clients satisfaction. HDR investigated and worked with both the contractor and design consultant to maximize system performance. HDR was subsequently tasked to provide a new deck/sidewalk design to remove approximately 835 kips from the moveable span.

Appendix A | Resumes | A-29 Pete Davis, PE (Continued)

New York State DOT, Ingersol and Washington Street Bridges, New York, NY. M&E Team Leader. Pete was responsible for M&E rehabilitation design and construction support services for these vertical lift bridges. One of these bridges is set on a skew which presented challenges for the machinery design for these unique tower-less lift bridges. These bridges are unique in that the machinery is on the fixed pier and the span is opened/closed using an operating rope system. Both structures are in the historic register, and as such required care to maintain the key historic features while meeting current code requirements. Pete also provided functional testing oversight. Norfolk Southern Corporation, Calumet River Bridge, Chicago, IL. Project Principal. Pete provided oversight for the mechanical and electrical rehabilitation of this double track, tower drive, vertical lift bridge over the Calumet River. The bridge carries two active tracks and the design provides for the installation of a new parallel control system, aerial cables and other interfacing equipment to minimize the outage time for system cut over. The design features redundant drives and controls to replace magnetically controlled wound rotor motors and “synchro-tie” skew control system. Cleveland Ohio, W 3rd Street Bridge, OH. Project Manager/Lead Engineer. Pete was responsible for the total rehabilitation of this span drive vertical lift bridge. The rehabilitation includes replacement (float in) of the new lift span, tower rehabilitation and complete electrical and mechanical rehabilitation. The design included bringing this 60 year old structure to current code requirements and improving maintenance access to all operating components. Conrail, Delair Bridge, Philadelphia, PA. Project Manager. Pete was responsible for the rehabilitation of the auxiliary counter-weight system for this vertical lift bridge. The rehabilitation work was staged such that the bridge could remain in service during construction. The work included rehabilitation of the sheave bearings, new ropes, rehabilitation of the rope anchor points and rehabilitation of the counterweight guides. New Jersey DOT, Route 1 and 9 Truck Bridge over Hackensack River, NJ. Project Manager/Lead Engineer. Pete was in charge of design and construction support services for the structural and mechanical rehabilitation of this tower drive vertical lift bridge over the Hackensack River. The design included bringing the structure in compliance with the AASHTO LRFD code requirements. A sister structure over the Passaic river had a deck fatigue failure. Our team worked with NJDOT, Lehigh University and Columbia University to investigate and identify the causes of the fatigue failure and incorporate the knowledge into the Hackensack River bridge deck design. New York City DOT, 9th Street Over Gowamus Canal, New York, NY. Project Manager for the Mechanical/Electrical REI services. A critical aspect of Pete’s involvement was to work with the contractor and design consultant to rewrite the operating and maintenance manuals such that they were tailored to NYCDOT maintenance personnel capabilities.

A-30 | Appendix A | Resumes FIRM Matt Gurrad, RLA, ASLA HDR Urban Streetscape Design Lead REGISTRATIONS Matt brings over six years experience in urban infrastructure design, community open Certified Landscape space design and restorative landscape fields to the design team. Matt’s past and current Architect work includes a wide range of project types, including those for the transportation agencies, • Washington, No. 1094, local municipalities and healthcare institutions. His experience in urban design, landscape 2008 architecture, urban streetscape, and sustainable design and key involvement with public processes help to construct appealing, environmentally and economically responsible EDUCATION projects and spaces. • Bachelor of Landscape Architecture | 2005 | Matt’s work seeks to incorporate the fundamental principles well rooted in sustainable University of Oregon design whether well publicized or not. His work consistently implements elements Low Impact Development initiatives, stormwater management, stream and shoreline restoration, PROFESSIONAL way finding, regionally sensitive planting design, irrigation design, and hardscape and AFFILIATIONS & architectural elements. PUBLICATIONS • American Society of Project Experience Landscape Architects, WSDOT, SR 520 Medina to SR 202 Project, Medina, WA. Landscape Architect. Matt has Member provided leadership for development of concept, public process workshops, environmental support in preparation for design-build procurement and construction. Matt has led in the YEARS OF EXPERIENCE development of Urban Design Criteria standards for the eastside corridor in coordination with 6 local stakeholders and the Department of Transportation to establish the look and feel of the project. The SR 520 Eastside Urban Design Criteria helped become an unifying element VALUE TO CLIENT between local jurisdictions and WSDOT, clarifying the vision of the project and the corridor. A • Urban Design and successful roll out Urban Design Criteria and resulting buy in from the local jurisdictions (Cities Wayfinding Expertise of Medina, Clyde Hill Kirkland Bellevue and Towns of Yarrow Point and Hunts Point) enabled • Public Process and WSDOT to transition quickly and successfully to Design-Build project delivery method and speed Involvement up the construction of the project. Seattle Public Utilities, Interagency Analysis CSO, Seattle, WA. Landscape Architect. Matt provided visioning and conceptual design for the implementation of stormwater quality facilities in an ultra urban environment and Low Impact Development options in downtown Seattle. Matt along with the City identified 20 sites in the urban core that would be suitable for assisting in treating stormwater such as permeable pavement, curb cuts, infiltration swales, green roofs, among many others. All findings were compiled against other demand management elements for their actual value in reducing and eventually eliminating the combined sewer overflow events into Elliot Bay as mandated by the Department of Ecology. As a result of this and other sustainable concepts, Seattle Public Utilities was able to communicate the concepts of green stormwater concepts to the public and private developers. WSDOT, SR 520 Floating Bridge and Landings Project, Seattle, WA. Urban Design Task Lead. Matt is providing leadership for development of Bridge Aesthetics, shared use path alignment. Development of the Bridge Aesthetics Standards identifies select urban elements, including lighting, concrete detailing, railings and color palette to provide a sense of corridor continuity between cities of Seattle and Bellevue.

Appendix A | Resumes | A-31 Matt Gurrad, RLA, ASLA (Continued)

City of Gig Harbor, 56th St & Olympic Drive Construction Management Services, Gig Harbor, WA. Landscape Architect. Matt provided design assistance for vehicular, bicycle, pedestrian and landscape improvements along the 56th and Olympic Drive corridor. The project scope included generating representative concepts of corridor improvements at key locations along the facility to help facilitate public buy-in of the project. US Coast Guard, Shore Operations Building, Seattle, WA. Landscape Coordinator. Matt provided landscape design services and Landscape Project Management for the design-build development of the award winning Coast Guard Shore Operations Facility in Seattle. The site was designed to implement the newest green building and low impact site development standards while maintaining Department of Defense Antiterrorism standards and achieve a reduction of paved surfaces on-site. This project was awarded LEED-NC Silver certification and was named 2007 Top Public Project by Northwest Construction Magazine. Edmonds Professional Building, Edmonds, WA. Landscape Coordinator. Matt provided landscape design services for a design-build project reprogramming a same day surgery professional office building and the surrounding campus. Design included layout of parking lot expansions and an associated on-site storm water management system. City of Bellevue, SE 26th Street and Somerset Avenue SE – Sidewalk Design, Bellevue, WA. Landscape Architect. Matt provided landscape architectural services for road improvements which include new sidewalks, bike lanes, retaining walls and landscape planting. Illinois State Toll Highway Authority, I-88 Ronald Reagan Memorial Tollway Reconstruction, Oak Brook, IL. Landscape Coordinator. HDR provided reconstruction to two miles of freeway with widening/replacement of seven structures, design of culverts, retaining walls and noise walls. The project involves the conversion of Toll Plaza 51 to Open Road Tolling, thus reducing traffic congestion and improving safety. HDR provided new expressway alignments and profiles, barrier warrant analyses, intricate maintenance of traffic and sequence of construction plans, toll plaza design and toll facilities design.

A-32 | Appendix A | Resumes FIRM Mark Burch HDR Civil Engineering Lead REGISTRATIONS Mark Burch has 34 years of civil engineering experience, 12 years with Washington State N/A Department of Transportation as a Design Engineer/Supervisor, 17 years with Pierce County as a Design Engineer and four years with HDR Engineering as a Senior Project EDUCATION Manager. Over the course of his career, Mark has managed many complex corridor, N/A interchange and intersection projects including roadway and pedestrian facilities design, PROFESSIONAL bridge/structures, drainage design, wetland mitigation, right-of-way plans, cost estimating AFFILIATIONS & and contract administration for state, county and city agencies. He has been responsible for PUBLICATIONS investigating, analyzing and recommending alternative solutions for addressing/mitigating • AS | 1976 | Engineering design of transportation infrastructures, construction impacts to adjacent properties, Technology | Centralia coordinating with local utility companies and negotiating with agencies and municipalities. College He is experienced in preparing plans, specifications, cost estimates and bid documents, as well as carefully managing the scope, schedule and budget for various roadway projects. YEARS OF EXPERIENCE Project Experience 34 Pierce County, Home Bridge Replacement, Pierce County, WA. Project Manager. VALUE TO CLIENT Mark was responsible for overseeing roadway and bridge design for $1.5 million dollar • Ability to manage a bridge replacement of the 321-ft., three-span, pre-stressed concrete bridge on Key diverse team comprised Peninsula Highway over Von Geldern Cove in the community of Home, Washington. of City/County/ Improvements included horizontal and vertical alignment modifications to meet sight and utility company distance requirements which required implementation of flared end sections and skewed representatives to abutments. This work also included grading, stormwater control, treatment and conveyance deliver a project on time facilities, wetland mitigation, during construction consultation with the Contractor during • Ability to coordinate construction. with various project stakeholders integrating Lewis County Department of Public Works, West Connector Improvements their standards/policies (Harrison Avenue/Old Highway 99), Chehalis, WA. Project Manager. Mark oversaw to maximize best use of the design/preliminary engineering, environmental permit documentation and alignment resources to expedite analysis for establishing an arterial link over the Chehalis River between Harrison Avenue project delivery and Cooks Hill Road. These services included conducting Level 1 and Level 2 analysis for evaluating and selecting a preferred crossing, as well as developing construction cost • Stormwater management planning estimate and funding strategies for improvement of the entire Old Highway 99 (Harrison expertise Avenue) corridor between the City of Centralia in Lewis County and Grand Mound area in southern Thurston County. City of Auburn, Auburn Pedestrian Underpass, Auburn, WA. Senior Project Manager. Mark was responsible for overseeing conceptual design and analysis for a number of design alternatives for a pre-stressed concrete bridge/structure for providing pedestrian undercrossing of East Valley Highway and two BNSF main line tracks. WSDOT, I-5 Mellen Street to Grand Mound, Centralia, WA. Senior Project Manager. Mark was responsible for the design and development of Plans, Specifications and Engineers Estimate (PS&E) for the ten-mile widening of Interstate 5 from Grand Mound to Mellen Street in SW Washington. This project provides for widening Interstate 5 from two to three lanes in each direction as well as two new state interchange facilities (Single Point Urban and Full Diamond interchanges), replacement of seven bridge structures and

Appendix A | Resumes | A-33 Mark Burch (Continued) the realignment of intersecting City and County arterials, storm drainage storage/treatment facilities, signing, channelization and wetland mitigation site development. HDR is also responsible for providing transportation design, environmental analysis, traffic analysis, structural design and overall project management for the project.

A-34 | Appendix A | Resumes FIRM Russ Pratt Granite Design-Build Coordinator REGISTRATIONS Russ has 29 years of heavy civil construction experience and has worked for Granite since General Contractors 2002. He has worked in a variety of roles including Design-Build Coordinator and Project License Manager on several large, high public profile projects with award-winning results. • Florida In his role on this project, Russ will improve communication, coordinate schedules, estimates EDUCATION and design-build activities to assist the project management team through the design and • BS | 1981 | Civil construction phases. He will be an active participant in the partnering meetings for public Engineering Technology and owner relations, and will help to maintain communication with all project stakeholders to | Wentworth Institute provide practical solutions to project challenges.

PROFESSIONAL Project Experience AFFILIATIONS & New York City DOT, Belt Parkway over Ocean Parkway, New York City, NY. Project PUBLICATIONS Manager. This $55 million project consisted of removal and replacement of an existing six- • N/A lane bridge with a new longer ten-lane bridge. The scope of work also included removal and replacement of an existing cloverleaf with new modified tight diamond, replacement of loop YEARS OF ramps, mini-piles and drainage. Russ was responsible for daily management of the project and EXPERIENCE owner relations. He maintained communications with all team members and the local community. 29 He also challenged team members to deliver a high quality project with no re-work. As part of the VALUE TO CLIENT QMP, Russ worked closely with the NYCDOT Materials Department to ensure inspections were • Managed nationally completed, reports written and good communication occurred between field and inspection staff acclaimed design- and management. He also developed an alternative approach for congestion relief that utilized build bridge projects, an extensive array of pre-cast elements including a 51-piece pre-cast bridge build off-site. This including fast-tracking resulted in the project being completed a month ahead of schedule. This project earned the for early completion ASCE Metro Chapter’s 2005 Design-Build Project of the Year Award and was listed on the Top • Demonstrated 10 Bridges of 2004 by Roads and Bridges magazine. experience with New York State DOT, Taconic State Parkway Reconstruction, Yorktown Heights, federally-funded design- Project Manger. This project consists of the reconstructing and widening of the Taconic build projects NY. State Parkway from Route 35/202 to Route 6. The scope of work includes the removal and replacement of five bridges, the installation of 1,000 LF of noise barrier, stone masonry, drainage and paving. Three of the new bridges were installed in two phases over Hunter Brook (northbound and southbound) and Shrub Oak Brook. Two of these structures carry the parkway over Hunter Brook, one to carry the three southbound lanes and one for the three northbound lanes. Each Hunter Brook structure has a width of near 60 ft. and a span of almost 20 ft. Due to extreme skews, the three-sided culverts became 21 ft. and almost 25 ft. clear spans. Shrub Oak Bridge was one span which measured 172 ft. by 28 ft., with the clear span becoming almost 30 ft. The skews ranged up to 72 degrees, with each wingwall connected at difficult varying angles. A separate pedestrian bridge featured three-piece spliced prestressed concrete beam units. This bridge was designed for a recreational trail which led alongside the Taconic Parkway. The pre-cast span unit helped expedite the project as well eliminate the risk of damage to water sheds within the areas. The final Route 132 Bridge had to be removed and rebuilt to new specs. In order to complete this work, Granite had to first build a temporary bridge before removing the existing one. The temporary bridge was used to reduce the impact on the general public, during the reconstruction period it was set at night which meant minimal impact on traffic. The length of

Appendix A | Resumes | A-35 Russ Pratt (Continued) the project is located within the watershed for the drinking water of Westchester County, which required a heavy environmental monitoring component to limit erosion and ensure the water source was not contaminated. U.S. Army Corps of Engineers, Border Fence Design-Build Program, United States/ Mexico Border. Project Manager. Russ was the Project Manager for six design-build border fence contracts totaling over $185 million. These projects were federally funded, fast-paced and required intensive coordination and communication between various engineers, owner representatives and biologists in order to expedite their successful completion. The work consisted of design and construction of three miles of border patrol road, construction of five bridges and design and installation of approximately 30 miles of 18 ft. high tube steel fencing including a six ft. deep concrete foundation along the entire length. All of these projects were completed within 12 months. As part of the QMP, Russ supervised the QC engineers who monitored and inspected each juncture of the bridge fabrication and construction process. San Jose Airport, Terminal C Design-Build Roadway, San Jose, CA. Project Manager. This project was a $100 million subcontract for the larger $500 million reconstruction. The scope of work consisted of two new bridge structures and an elevated roadway created by construction of CIP retaining walls and mechanically stabilized earth walls. Russ was responsible for overall project management and coordination with other project phases. He was particularly involved with the complex utility and storm drain job components.

A-36 | Appendix A | Resumes FIRM Don Schroeder Granite Construction Manager REGISTRATIONS Don Schroeder has extensive experience as a field foreman, general foreman and • N/A superintendent. As a field foreman, he held a safety record of less than one lost time accident per hundred thousand man-hours. He has received various safety and efficiency EDUCATION awards. Don has been actively involved with the construction of 19 bridge projects featuring • N/A a total of 36 individual bridges. Those bridges include three steel truss spans and two multi- span steel girder bridges. His involvement with 23 of the bridges was as superintendent TRAINING or general superintendent, and he also assisted in the preparation of estimates for nine of • State of Oregon those bridges. Carpentry Apprenticeship Program, Project Experience ranked #1 in class King County DOT, Tolt Bridge, Carnation, WA. Project Superintendent. The Tolt Bridge • AGC Job Site Project consisted of replacing the existing steel truss bridge over the Snoqualmie River in Management training Carnation, WA. The original bridge, built in 1922, was replaced because of deterioration and • AGC Critical Path failure to meet modern standards for safety, sight lines and load capacity. Built about 165 ft. Scheduling south of the old bridge, the new bridge is longer and wider, with eight-ft. shoulders on both sides for pedestrians and bicycles. Its two 300-ft. long steel trusses maintain the historical feel PROFESSIONAL of the old bridge, while its new alignment provides a straighter route across the river. The other AFFILIATIONS & three spans of the bridge are comprised of W58G pre-stressed concrete girders. In order to PUBLICATIONS construct the steel truss, a temporary trestle was installed in a wetland and into the Snoqualmie • N/A River. Since the trestle was over sensitive land, special precautions were taken to ensure no contaminants (i.e., petroleum products) entered the wetland. Granite worked hand and hand with YEARS OF King County Environmental Group and the Department of Ecology. In addition, the new truss was EXPERIENCE 35 painted after it was erected. Granite built a rolling scaffold which hung below the truss structure which was fully enclosed, enabling the subcontractor to paint the structure without any debris VALUE TO CLIENT entering the waters of the state. Don was heavily involved in both the estimating and construction • Structures expert phases. Project challenges included two 200 ft. spans across sensitive wetlands that contractor with demonstrated did not have access to. Items requiring work in that area included piping and utilities. Don was experience supervision responsible for designing a modified mobile work platform for these items. bridges in the state of Washington AKDOT, Kenai River Bridge, Soldotna, AK. Structures Superintendent. This $6 million project featured steel tub girders with CIP deck that was constructed over water. The two • Worked on projects with spans were 440 ft. each with approach slabs. The bridge was 85 ft. wide and featured five similar components such traffic lanes, two bike lands and pedestrian sidewalks. When Don was assigned to the project, as railroad access it was already underway, over budget and behind schedule. Don reworked a schedule that was approved by owner and redesigned the pile activities. This resulted in the project being completed to owner time and cost satisfaction. City of Tukwila, South 180th Grade Separation, Tukwila, WA. Structures Superintendent. This $16.1 million, 1-1/2 year project constructed a street underpass under existing Union Pacific and Burlington Northern Sante Fe railroad crossings. The project included the construction of two box girder railroad bridges, roadway slabs, drilled shafts, cast in place pile cap, cast in place soldier pile fascia walls and shotcrete faced secant pile walls. Specifications did not allow crossing the tracks; so Don devised a plan to use flaggers to coordinate with railroad traffic.

Appendix A | Resumes | A-37 Don Schroeder (Continued)

WSDOT, Highway 101 Widening, O’Brien to Lewis, WA. Structures Superintendent. This $5.9 million project included retaining walls and a 650-ft. pre-cast concrete girder structure consisting of five spans supported on spread footings abutments and center piers consisting of drilled shafts and concrete columns. The site, which is parallel to and adjacent to the existing lanes of Highway 101, featured heavy traffic, limited construction access and steep slopes. This combination of features demanded innovative solutions to allow construction of the drilled shafts and columns, setting of the girders and casting of the roadway decks, and the stipulation was removed by the owner. Snohomish County, High Bridge #41, Snohomish County, WA. Superintendent. This $2.9 million project replaced the High Bridge #41 over the Snoqualmie River. The project included construction of a 425-ft. three-span post-tensioned concrete box girder bridge, installation of a 180-ft. work trestle into the Snoqualmie River and removal of an existing 200-ft. steel truss bridge. The work in the river was completed on schedule as permitted for the fish migration. WSDOT, I-405 Bothell to Swamp Creek HOV Lanes Stage 2, Bothell, WA. Structures Superintendent. This $28 million, 2-1/2 year project constructed HOV lanes along the I-405 corridor. It included 11 bridge widenings on spread footings and pile foundations, seismic upgrades to bridges, concrete retaining walls, precast and cast in place sound walls, 300,000 gal storm water detention tank, a 100,000 gal vault, and soldier pile and earth anchor retaining walls. WSDOT, I-5 North of Lakeway Interchange Noise Wall and Safety Improvements, Bellingham, WA. Structures Superintendent. This $5.4 million project involved adding a drop/ add lane between two major ramps on I-5 in Bellingham. City of Bellevue, Cougar Mountain Way, Bellevue, WA. Project Structures Superintendent. This $3,326,672 project improved the limited sight distance constraints and increase safety along SE Cougar Mountain Way. City of Bellingham, Samish Way Overpass, Bellingham, WA. Bridge Superintendent. This $3.4 million project constructed an overpass on I-5 and demolished the existing overpass. WSDOT, I-5 164th – SR 526 HOV lanes, Lynnwood, WA. Structures Superintendent. This $13.9 million, two year project constructed HOV lanes along I-5 in Lynnwood. It included 1,100 drilled shaft foundations and erection of over 2 ½ miles of pre-cast noise wall panels.

A-38 | Appendix A | Resumes FIRM Don Ross, PE Granite Project Engineer REGISTRATIONS Don Ross is a structures expert with practical experience in the construction of pre-stressed Professional Engineer concrete and steel bridge erection. He has demonstrated project management experience • Virginia, No. 015597, with bridge construction and rehabilitation in the state of Washington on several multi- 1986 million dollar projects. This experience extends to bridge jacking, hydraulic lift systems, CIP and Precast segmental bridges and working in marine environments via barge-mounted EDUCATION cranes. • BS | 1977 | Structures | Rensselaer Polytechnic Don began his heavy construction career with S.J.Groves & Sons in 1977 on a 1200 LF Institute concrete, cast-in –place cantilevered bridge in California. His career advanced in roles with ever-increasing responsibility with various large heavy civil contractors. Don joined Granite/ PROFESSIONAL Wilder in 2006 as a Senior Project Manager. He has worked on no less than 35 bridge AFFILIATIONS & projects in his career and numerous others with heavy structure components. PUBLICATIONS • AGC, WSDOT Project Experience specification review King County, Tolt Bridge, Carnation, WA. Senior Project Manager. Don was responsible for team the overall management of this $17 million five-span bridge project. He provided engineering assistance for temporary trestle and steel erection methods, optimizing the usage of company- YEARS OF owned trestles and cranes to improve productivity. This project is comparable to the Murray EXPERIENCE 33 Morgan Bridge rehabilitation in its Washington location over a major waterway, the Snoqualmie River. The Tolt Bridge Project consisted of replacing the existing steel truss bridge over the VALUE TO CLIENT Snoqualmie River in Carnation WA. The original bridge, built in 1922, was replaced because • Structures expert of deterioration and failure to meet modern standards for safety, sight lines, and load capacity. • Washington bridge Built about 165 ft. south of the old bridge, the new bridge is longer and wider, with eight-foot. experience shoulders on both sides for pedestrians and bicycles. Its two 300-ft. long steel trusses maintain the historical feel of the old bridge, while its new alignment provides a straighter route across the river. The other three spans of the bridge are comprised of W58G pre-stressed concrete girders. In order to construct the steel truss, a temporary trestle was installed in a wetland and into the Snoqualmie River. Since the trestle was over sensitive land, special precautions were taken to ensure no contaminants (i.e. petroleum products) entered the wetland. Granite worked hand and hand with King County Environmental Group and the Department of Ecology. In addition, the new truss was painted after it was erected. Granite built a rolling scaffold which hung below the truss structure which was fully enclosed, enabling the subcontractor to paint the structure without any debris entering the waters of the state. Sound Transit, Everett Station II, Everett, WA. Senior Project Manager. Don was responsible for overall management for this $13 million project. He utilized detailed scheduling components to fast-track the project where much of the scope of work was subcontracted. The steel erection subcontract was of particular importance, and Don acted as the single point of contact in managing their activities. The project is relevant to the Murray Morgan Bridge rehabilitation in that it was an steel truss access bridge constructed under intense public scrutiny. WSDOT, Canyon Park Freeway Station, Bothell, WA. Senior Project Manager. Don was responsible for overall management of this $5 million project that included a five-span pedestrian bridge across an existing freeway. He provided engineering oversight for shoring and girder erection techniques, along with false work. Among his innovations, he was able to improve

Appendix A | Resumes | A-39 Don Ross, PE (Continued) productivity by utilizing company-owned shoring materials to temporarily support girders. This project was featured in Aspire concrete bridge magazine as a cover story. Virginia Department of Transportation, 895 Connector, Richmond, VA. Project Engineer. This $135 million project saw the construction of segmental bridges over the James River. Don, as an employee of Recchi America, was responsible for project engineering including equipment design, precast yard design and setup. He added value to the project by engineering a unified procedure for segmental erection that he streamlined from four possible methods. The project was featured in an article by Concrete Today magazine. DA Collins Construction Company. Projects Manager. From 1989 to 1997, Don acted as Projects Manager for DA Collins Construction Company where he managed multiple projects simultaneously worth approximately $20 million per year for the New York Department of Transportation and various private owners. The bulk of these project scopes included bridge jacking, steel erection, bearing replacement, bridge demolition and rebar installation. Don was responsible for the estimating, engineering and management of these projects. He also specialized in customizing the company’s fleet of erection and marine equipment to meet the needs of his projects.

A-40 | Appendix A | Resumes FIRM Erik Hansen Kleinfelder Construction Inspector REGISTRATIONS Erik Hansen has over 12 years of experience performing testing and inspection services • N/A on various structures for conformance to project plans, specifications and applicable code requirements. His responsibilities have included soils and asphalt density testing, EDUCATION observation and evaluation of fill operations, field testing and inspection of concrete and • BA | 1988 | Geology | prestressed construction for commercial and highway structures and laboratory testing. He Western Washington has been the lead special inspector for reinforced concrete structures including high rise University commercial projects in downtown Seattle and new bridge construction for several design- build highway projects in the Puget Sound. Additionally, he has provided inspection services PROFESSIONAL on municipal building and single story commercial buildings throughout Washington. AFFILIATIONS & PUBLICATIONS Erik’s first Design-Build project was the I-5 Everett HOV Expansion that involved a total of • ACI – Concrete Field 23 bridge structures. He was responsible for pretension girder inspections at the fabrication Testing Technician facility in the Port of Tacoma, installation of the girders, inspection of abutments and bridge • ICC – Reinforced decks. This was followed by two years working on the I-405 Stage 1 project in support of Concrete Special multiple retaining walls and the replacement of the Oaksdale Bridge. Inspector, Pre-Tension Concrete Inspector Project Experience • WABO – Reinforce CH2MHill/Atkinson/WSDOT, I-5 HOV Expansion Design-Build Project, Everett, WA. Concrete, Pre-Tension Structures Inspector. Project included 12 lineal miles of highway improvement including Concrete, Proprietary pavement, multiple structures and retaining wall systems and 23 bridge structures. Erik’s duties Anchor included assisting QTS officer with daily testing and inspection needs on the project .

YEARS OF Tri-State Construction/WSDOT, I-405 Stage 1 Expansion Design-Build Project, EXPERIENCE Renton, WA. Testing and Inspection. Kleinfelder has partnered with the design-build team to 12 provide Quality Management services for the project. The project included new northbound and southbound lanes along I-405 between I-5 and SR 167 and a new southbound lane along VALUE TO CLIENT SR 167 between I-405 and SE 180th Street. The lane additions resulted in the need for bridge • Understands design- widening, a new bridge over Oaksdale Avenue, nineteen new retaining walls and associated build construction of embankments, and five new ponds and eleven ecology embankments. Erik was a lead special bridges inspector ensuring that the work performed on-site meets or exceeds the plans and WSDOT • Working knowledge specifications. of WSDOT and multi- discipline collaboration Turner Construction, Mirabella Continuing Care Retirement Community, Seattle, WA. Structural Resident Inspector. This project is a 13-story concrete and steel frame building with post-tension slab floors approximately 370,000 sf in total floor plan area. The building is supported on a structural pile foundation system. Erik was responsible for inspection of structural reinforced concrete, structural steel construction, post tension slab tendon stressing services to determine compliance with regulated standards.

Appendix A | Resumes | A-41 Project Description Table of Contents Meadowbrook Bridge 1726A Rehabilitation...... 3 Taconic Parkway Design-Build...... 5 Belt Parkway Design-Build...... 7 Woodrow Wilson Bridge...... 9 Hathaway Bridge Design-Build...... 11 Jewfish Creek Bridge Design-Build...... 13 U.S. 90 St. Louis Bay Bridge Design-Build...... 15 Main Street Bridge Improvements...... 17 Tolt Bridge #183A — NE Tolt Hill Road over Snoqualmie River...... 18 U.S. 2 — 50th Street to SR 204 Bridge Rehabilitation...... 19 Puyallup River Bridge...... 20 Central King to South Snohomish County Bridge Seismic Retrofitting...... 21 South Seattle Seismic Retrofitting...... 22 U.S. 183 A...... 23 Route 1 & 9 over the Passaic River...... 25 Virginia DOT Moveable Bridge On-Call Contract...... 27 Roosevelt Island Lift Bridge over the East River...... 29 Wards Island Pedestrian Bridge...... 31 CSX Mobile River Vertical Lift Bridge ...... 32 WSDOT SR 520 General Engineering Consultant...... 33 Shoreline Aurora Corridor Improvements (North 165th Street to North 205th Street)...... 35 Northbound and Southbound Bruckner Expressway Bridges Design-Build)...... 37 I-15 CORE Design-Build...... 38 11400 South; State Street to Bangerter; New I-15 Interchange Design-Build...... 40 The Birmingham Bridge Design-Build...... 42 I-75 Design-Build-Finance...... 43 I-4 US 98 to East of CR 557 Design-Build...... 44 USACE Manzano Bridge Design-Build...... 45 SR 464 Design-Build...... 47 Windsor Bypass Design-Build...... 48 SR 202L Design-Build...... 49 Pennsylvania Turnpike Commission Design-Build Review...... 50 6.7 Cummins Bridge...... 51

Appendix B | Project Profiles | B-1 Memorial and Sarah Mildred Long Bridges...... 52 WSDOT Springbrook Creek Wetland and Habitat Mitigation Bank...... 53 WSDOT I-405 – I-5 to SR 169 Stage 1 Design-Build...... 55 WSDOT I-5 Everett QA/QC Design-Build...... 57 I-5 Willamette River Bridge...... 58 WSDOT SR 532 Design-Build...... 60 WSDOT Active Traffic Management System Design-Build...... 61 WSDOT I-405 Corridor Program Design-Build...... 62 South Spokane Street Viaduct Widening...... 64 MetroParks Tacoma District Headquarters Sustainable Landscape Master Plan...... 65 WSDOT I-405 Stage 1 Design-Build...... 66 WSDOT SR 519 Intermodal Access Phase 2 Design-Build...... 67

B-2 | Appendix B | Project Profiles FIRM Meadowbrook Bridge 1726A Rehabilitation Granite Snoqualmie, WA RELEVANCE • Design-build • Historic steel truss bridge

TEAM PARTICIPANTS • Phil Bogardus • Don Schroeder • Don Ross

OWNER King County

STATUS Completed November 2005

CAPITAL COSTS $4.3 million

SOURCES OF FUNDING • State • Federal This project consisted of the rehabilitation of the Meadowbrook Bridge steel truss bridge, built in 1917, from a load limiting substandard two-lane bridge to a one-lane bridge PROJECT CONTACT providing for both directional movements. The rehabilitation of Meadowbrook Bridge was a Phil Bogardus 1525 E. Marine View Dr. challenging and rewarding project for the King County DOT and Granite/Wilder. As a team, Everett, WA 98201 we were able to successfully rehabilitate one of the last steel truss bridges in King County. [email protected] Environmental mitigation was a concern due to the existing structures containing lead (425) 551-3100 based paints. The removal process was accomplished through the use of creating a OWNER CONTACT negative pressure atmosphere with plastic and large volume vacuum pumps. Jessy Jose Major items of work included: King County DOT • 112 each rock columns placed under both approaches to increase soil density and to King Street Center reduce liquefaction during seismic events. 201 S Jackson St Rm 242 • 32 each 24-inch pile driven to support newly aligned approaches. Seattle, WA 98104 • 18 each grout columns creating a curtain to protect existing piers during pile driving Jessy.Jose@kingcounty. and rock column installation. gov (206) 205-5231 • Exodermic decking was used to replace an older corrugated galvanized decking design for extra strength and weight reduction with the use of light weight concrete. • Successful restoration of newly cracked piers due to soil improvements through the use of two-inch tension rods core drilled and installed vertically. • Permanently raised bridge roughly two ft. to create more clearance form floating debris during high water events. • Directional bore under the Snoqualmie River to remove existing utilities off of bridge structure further reducing the overall weight and removing risks during high water events.

Appendix B | Project Profiles | B-3 Meadowbrook Bridge 1726A Rehabilitation (Continued)

Many improvements were made to the historical bridge to meet the stressful demands of the nearby community and businesses since overloaded logging trucks and concrete material plants constantly use the bridge to access their areas of operation. The improvements included newly designed steel and concrete approaches. Exodermic steel deck incorporated with light concrete to remove weight restrictions that were once enforced on the old design. These approaches required soil modifications to reduce the chances for liquefaction during seismic events. Stone columns were placed to allow water to travel freely reducing liquefaction. Bridge trusses were raised in place to allow concrete piers to be built approximately three feet to provide additional flood clearance under the bridge. A false deck aluminum platform was constructed under the bridge for both access and containment. Plastic was placed over the entire bridge and negative air pressure was maintained through the use of high power vacuums. This “Negative Containment” allowed the painters to sandblast the existing lead paint off of the bridge safely over the highly sensitive waters of the Snoqualmie River. This containment system proved to be successful during both the paint removal and application of newly applied paint. Deep pile driving proved difficult due to existing obstructions (old drift wood) located 35 ft. below the surface. During rehabilitation of the Meadowbrook Bridge, traffic was detoured so completing the project on time was important to the owner and was accomplished by Granite Construction Company.

B-4 | Appendix B | Project Profiles FIRM Taconic Parkway Design-Build Granite Yorktown Heights, NY RELEVANCE • Design-build • Five structures

TEAM PARTICIPANTS • Russ Pratt

OWNER New York State DOT

STATUS Completed September 2007

CAPITAL COSTS $67.4 million

SOURCES OF FUNDING • State • Local The Taconic State Parkway rebuilt almost four miles of roadway and included the PROJECT CONTACT construction of five bridge structures: Russ Pratt 1525 E. Marine View Dr. • Route 6 Bridge was a composite girder bridge over Route 6 in the Town of Yorktown Everett, WA 98201 • Route 132 Bridge was a precast box beam bridge over the parkway [email protected] • Shrub oak and Hunter Brook were precast culvert units (425) 551-3100 • The Pedestrian Bridge was a three span precast bridge over the parkway • Route 132 Bridge OWNER CONTACT Robert A. Dennison III Route 132 Bridge had to be removed and rebuilt to new specifications. In order to complete Chief Engineer, this work Granite had to first build a temporary bridge and then demolish the existing one. Engineering Division The temporary bridge was used to reduce the impact on the general public during the New York State reconstruction period it was set at night which meant minimal impact on traffic. Department of Three new bridges on the Taconic State Parkway were installed in two phases, over Hunter Transportation Brook (northbound and southbound) and Shrub Oak Brook. Two structures carry the 50 Wolf Road parkway over Hunter Brook, one to carry the three southbound lanes and one for the three Executive Suite northbound lanes. Each Hunter Brook structure has a width of near 60 ft. and a span of Albany, NY 12232-2633 almost 20 ft. [email protected] (518) 457-4430 Due to extreme skews, the three-sided culverts became 21 ft. and almost 25 ft. clear spans. Shrub Oak Bridge was one span which measured 172 ft. by 28 ft., with the clear span becoming almost 30 ft. The skews ranged up to 72 degrees, with each wingwall connected at difficult varying angles. This three-sided system was chosen for environmental reasons. Hunter Brook is a trout spawning stream under DEC’s jurisdiction, the intention was to maintain the natural/original streambed material as much as possible through the affected area.

Appendix B | Project Profiles | B-5 Taconic Parkway Design-Build (Continued)

In addition, Hunter Brook is a tributary to the Croton Reservoir, part of the NYC water supply under the jurisdiction of the NYC DEP; an extensive effort was made in all phases of the construction to minimize disturbance and turbidity of the brook’s water. For spans in this range, precast concrete culverts proved to be economical and allow for a more expedient construction schedule. Granite stone was placed on the wingwalls, arches and parapets of both structures, in keeping with the traditional appearance of the older parkway bridges. The weight of the 49 three-sided elements and 20 wingwall units ranged up to 28 tons per individual piece. The Taconic Parkway was the first contract that had to deal with erosion and staging constraints. The Taconic Parkway had 28 segments within a 3.7 mile limit. Granite could not capture more than two segments at any one time. At no time could two of the same type of segments be constructed concurrently since the contract stipulated that at no time could the contractor begin earthwork operations of a new segment until the current working segment was complete and stabilized. Stabilized per contract plans were defined as “a Nonerodiable surface”.This means all slopes must be trimmed top soiled, seeded, mulched and erosion control blanket are installed. In addition, sub-base gravel course had to be placed on the roadway surface before any other segment can be constructed. The pedestrian bridge was a three piece spliced prestressed concrete beam units. This Bridge was designed for a recreational trail which led alongside the Taconic Parkway. This pre-cast span unit helped expedite the project as well as eliminate the risk of damage to water sheds within the areas.

B-6 | Appendix B | Project Profiles FIRM Belt Parkway Design-Build Granite New York City, NY RELEVANCE • Design-build • Pre-cast bridge

TEAM PARTICIPANTS • Russ Pratt

OWNER New York City DOT

STATUS Completed December 2004

CAPITAL COSTS $58.6 million

SOURCES OF FUNDING • State • Local

PROJECT CONTACT Russ Pratt 1525 E. Marine View Dr. Everett, WA 98201 [email protected] (425) 551-3100

OWNER CONTACT Andre Celestin, PE The Belt Parkway Design-Build Project consisted of the demolition of the existing six-lane New York City Department bridge structure over Ocean Parkway, the design and construction of a new 10-lane pre- of Transportation – cast steel and concrete bridge. It also included the removal and replacement of existing Division of Bridges loop ramps, extensive maintenance and protection of traffic, mini-piles and drainage. 59 Maiden Lane, 36th Fl. The work also included both public and private utility relocation including catch basins, New York, NY 10038 underdeck lighting, fire and police signals, hydrants and street lighting.This project earned [email protected] the ASCE Metro Chapter’s 2005 Design-Build Project of the Year Award and was listed as (212) 487-7872 on the Top 10 Bridges of 2004 by Roads and Bridges magazine. The team’s concept for the replacement bridge, in order to minimize construction time, was to use The Inverset™ Bridge System, manufactured by The Fort Miller Co., Inc. The Inverset Bridge System consists of precast concrete deck panels with steel beams cast integral with the deck in the shop. These panels are assembled in the field and the shear key between the adjacent panels grouted to form the bridge deck surface. This resulted in the project being completed a month ahead of schedule. Environmental issues played a large role in this project because the area surrounding the bridge includes approximately 700 trees along with vegetation and shrubbery. Maintenance and protection of traffic was another key issue in carrying out the work for the Belt Parkway

Appendix B | Project Profiles | B-7 Belt Parkway Design-Build (Continued)

Project. Because this area is a highly traversed thoroughfare, provisions needed to be in place for conducting the construction with little or no interruption to the daily vehicular and pedestrian traffic. The project was carried out in an accelerated schedule with some items of work being done during off-peak hours and nights. Innovative project features included: • Precast Inverset Deck Units • Precast T-Wall Abutments • Precast Cap Beams • Precast Parapets • Precast Approach Slabs • Jointless Bridge Another key to the success of this project was the high-level of agency involvement and coordination. The design-build process required the stakeholders to work together and make timely decisions. The stakeholders accepted this responsibility for decision-making, action and accountability. There was a sense of commitment from everyone to work together to achieve the best result possible. The leadership shown by the owner, NYCDOT, was critical because it set the tone for all project stakeholders and established a true partnership. Bi-weekly design coordination meetings began when the project was awarded. From the beginning, everyone involved was committed to the process and a list of action items were developed during the course of project meetings. Action items were then assigned and response timeframes established. Individuals were held accountable for the assignments and the various groups accepted the responsibility. The contract requirements that limited construction operations were specific for MPT. Throughout the course of construction, regular meetings were held with the Office of Construction Mitigation and Coordination (OCMC) to determine the effectiveness of the implemented MPT plan and to determine any required modifications to enhance traffic flow. Community coordination and outreach were also critical aspects to the project. Adjacent to the project site were many major community interests – Coney Island Hospital, Abraham Lincoln High School, Grady High School and numerous residences and businesses. The scope of the project was displayed to the community via a community board presentation, held at Coney Island Hospital. During the course of the construction, there were regular newsletters informing the community about the progress of the project and a hotline was established to address community concerns.

B-8 | Appendix B | Project Profiles FIRM Woodrow Wilson Bridge Granite Alexandria, VA

Relevance • Design-build • Steel • Pre-stressed concrete • Vertical lift bridge

TEAM PARTICIPANTS • N/A

OWNER Maryland Department of Transportation, State Highway Administration

STATUS Completed June 2008

CAPITAL COSTS $125.8 million Virginia Approach Constructors (VAC) was a joint venture between Granite Construction and Corman Construction for Woodrow Wilson Bridge (WWB) Approach Spans project. It SOURCES OF FUNDING consisted of constructing dual six-lane bridges spanning the Potomac River in Alexandria, • State Virginia. The two bridges, with decks elevated approximately 100-ft. from ground level, • Federal are about 2,300-ft. long each. Bridge construction accommodates six lanes of traffic PROJECT CONTACT plus shoulders on each span. Included in the scope of work was the demolition of the Steve Harding existing six-lane bridge. An on-site concrete yard was used to make 460 segments which 1525 E Marine View Dr are assembled and permanently post-tensioned to form the bridge arch piers. After the Everett WA, 98201 structural steel plate girders were erected on top of the arch piers, the concrete bridge deck [email protected] was installed. (425) 551-3130 The project exceeded expectations in schedule, DBE participation and environmental OWNER CONTACT stewardship. The project was completed approximately three months ahead of schedule. Shirlene Cleveland The revised completion date was October 17, 2008; actual completion was July 16, 2008. Project Manager Maryland Department of The original Woodrow Wilson Bridge (WWB) was completed in 1961 as a four-lane bridge Transportation designed to carry 75,000 vehicles per day. At the onset of bridge reconstruction, WWB was State Highway carrying almost 200,000 vehicles day. Operating at nearly three times its intended traffic Administration volume caused the WWB to become one of the most congested bottlenecks in the county. 6009 Oxen Hill Road, The extensive development over the years in the surrounding suburbs in Maryland and Suite 410 Virginia, as well as Washington, D.C., made this reconstruction project a high profile Oxen Hill, MD 20745 undertaking. Without a doubt, partnering among the various companies within the VAC, [email protected]. as well as with other contractors working on adjacent portions of the project and local md.us communities and stakeholders, resulted in a quality of project that would not have been (410) 545-8838 achievable otherwise.

Appendix B | Project Profiles | B-9 Woodrow Wilson Bridge (Continued)

Obstacles overcome include: • Worldwide escalation in steel prices • With the superstructure contract divided into thirds, coordination at contract interfaces was an inherent obstacle • The addition of a $6 million transparent sound wall after award required redesigning major structural elements End-user benefits include: • The revitalization of a crossing that impeded regional travel for decades by replacing an obsolete 47-year-old span designed for 75,000 trips per day with new twin spans having a capacity of 300,000 vehicles per day • The Jones Point Park entry and Mount Vernon Trail for walkers, runners and cyclists were relocated several times to maintain user access during construction • Permitting applications for haul routes were expedited. Delivery times were restricted Awards to avoid school pick-up times. Night deliveries satisfied this constraint and minimized • 2008 ASCE OPAL day-time braking and engine-idling noise. An exit route via South Street mitigated “Outstanding traffic through the adjacent neighborhood Civil Engineering • Media involvement helped build public awareness of the project’s enormous sensitivity Achievement” to the environment • 2008 AASHTO “America’s Transportation Award” National Grand Prize • 2007 ASBI “Bridge Award of Excellence” • 2007 IRF “Global Road Achievement Award” (Program Management) • 2009 Marvin M. Black Excellence in Partnering Award

B-10 | Appendix B | Project Profiles FIRM Hathaway Bridge Design-Build Granite Panama City, FL

RELEVANCE • Design-build • Pre-stressed concrete bridge • Environmental mitigation

TEAM PARTICIPANTS • N/A

OWNER Florida Department of Transportation

STATUS Completed July 2004

CAPITAL COSTS $86.09 million

SOURCES OF FUNDING • State • Federal

PROJECT CONTACT The only direct link across St. Andrew’s Bay for people traveling from Panama City to Panama Tom Boyle City Beach was a bridge constructed in 1958 consisting of two lanes in each direction with 6215 East Sligh Ave. no shoulder or pedestrian/bicycle travel lane. Due to the growth of the area over the last 40 Tampa, FL 33617 years, the bridge had become inadequate to meet the traffic demands of the community [email protected] as well as its projected future growth. Furthermore, the bridge was below the minimum (813) 623-5877 navigational requirements for vertical clearance for the Gulf Intracoastal Waterway. OWNER CONTACT This project involved design-build services for the replacement of the four-lane Hathaway Pom Chakkaphak Bridge over the St. Andrews Bay intracoastal waterway in Panama City, FL. The twin concrete 707 Peninsular FL, segmental, post-tensioned, single cell box girder bridges measure 3,800 linear ft. and 3,350 Jacksonville, FL 32204 linear ft., respectively, each 80 ft. wide. [email protected] (904) 356-9696 Bridge segments were produced at the project’s segmental precast yard and erected utilizing the balanced cantilever method. The main span of the bridge is 330 ft. with 65 ft. clearance COMMENDATIONS over the waterway. Hathaway Bridge was named #5 in Roads and Bridges magazine’s annual • #5 on Roads and list of “Top 10 Bridges” in 2002. Bridges 2002 list of “Top 10 Bridges” Major items of work included: • 26,425 LF Concrete Cylinder Piles 60” • 15,525 LF Concrete Square Piles 24” • 73,600 CY CIP concrete • 7,010 Tons Reinforcing Steel • 1,693 Tons Post-Tensioning • 21,025 CF Tendon Grouting • 554 Each Pre-cast Segment Element

Appendix B | Project Profiles | B-11 Hathaway Bridge Design-Build (Continued)

• 19,600 SF Earth Walls • 25, 030 LF Barrier Walls • 198,000 SF Bridge Demolition Aesthetic lighting was used to illuminate the structures from below, while another system lights the bridge decks from above. The project also included realignment of approach roadways and the removal of the existing Hathaway Bridge. Local transportation complexities were of particular concern as the Hathaway Bridge provided the only direct link across St. Andrew’s Bay for people traveling from Panama City to Panama City Beach. Local subcontractors were carefully coordinated, as much of the project required complex specialty items. For example, the superstructures of both bridges were constructed using the balanced-cantilever method with one of the world’s largest launching gantries. Custom built in Italy, the 900 ton gantry was shipped to the project, assembled, tested and put into service. The 650 ft. long, 45 ft. tall gantry consisted of twin triangular trusses supported by two moveable legs which rest atop the pier segments. The gantry was designed to lift two 200-ton segments simultaneously and position them for final incorporation into the structure. Granite worked with the Florida DOT and local environmental agencies to protect native plant and animal life during construction of this project in a marine environment. Recyclable materials were salvaged with the remaining portions of the bridge transported offshore into the Gulf of Mexico for the creation of artificial fishing reefs. Granite put a manatee protection plan in place to watch for manatees, and to make sure that the marine equipment avoids manatees when they are in the area. There was also the potential that sea turtles could be in the area. Granite kept our equipment from impacting sea grass beds near the site. This requires careful control of turbulence caused by boat propellers and the handling of waste products. An erosion and pollution control plan was prepared and implemented for this project. This plan details how Granite will contain any products of erosion, or turbid water on site.

B-12 | Appendix B | Project Profiles FIRM Jewfish Creek Bridge Design-Build Granite Miami-Dade/Monroe Counties, FL RELEVANCE • Design-build • Pre-stressed concrete girders and one low- level cast in place bridge

TEAM PARTICIPANTS • N/A

OWNER Florida DOT

STATUS Completed May 2009

CAPITAL COSTS $147.8 million

SOURCES OF FUNDING • State • Federal

PROJECT CONTACT Tom Boyle This design-build roadway and bridge project involved the reconstruction of approximately 6215 East Sligh Ave. 4.5 miles of US1 at the north end of the Florida Keys. The scope of the project includes Tampa, FL 33617 construction of a new 7,500-ft. high level bridge, reconstruction of US1 and installation [email protected] of barrier wall between the northbound and southbound traffic. Work also included the (813) 623-5877 construction of retaining walls, all associated drainage, fencing, signing, roadway striping and removal of the existing bridges. OWNER CONTACT Pom Chakkaphak Granite self-performed approximately 66 percent of the work on this project, including the two 707 Peninsular FL, bridges (one-high level pre-stressed concrete girders, one low-level cast in place), erosion Jacksonville, FL 32204 control and turbidity barrier, drilled shafts, excavation and surveying. Subcontracted work [email protected] included fencing, striping, signing, testing, hauling, soil mixing, material supply, drilling and (904) 356-9696 blasting. COMMENDATIONS The project received national recognition by being named the Engineering News-Record • ENR Project of the “Project of the Month” in February 2009, winning the “Best of 2009” award from Southeast Month, Feb. 2007 Construction magazine under the Transportation category in December 2009, and being • “Best of 2009” featured in Road and Bridges magazine as one of their 2009 “Top 10 Roads.” Transportation Category, Southeast Construction Major items of work included: • 2009 “Top 10 Bridges” • 300,000 CY Borrow Excavation in Roads and Bridges • 340,000 CY Soil Stabilization magazine • 100,000 TN Limerock Base • 54,000 LF Pre-stresed Concrete Beams • 10,600 LF Drilled Shafts • 45,400 SF Reinforced Earth Walls

Appendix B | Project Profiles | B-13 Jewfish Creek Bridge Design-Build (Continued)

• 30,000 SF Temp. MSE Walls • 32,000 TN Asphalt Paving • 10,000 CY Substructure Concrete • 60,000 SF Bridge Deck • 14,600 SF Seawall • 93,000 LF Turbidity Barrier • 186,000 LF Silt Fence • 9,000 LF 36” Waterline • 4,800 F Storm Drainage Several specific items of work on this project were required solely due to the project’s location and local conditions. Constructed in a navigable waterway from barge mounted cranes, the northbound shoulder of the new two-lane roadway is constructed to accommodate traffic in the event of a hurricane evacuation. Furthermore, erosion protection was a major concern on this Gulf Coast area project. Adjacent to the Everglades National Park and within the boundaries of the Florida Keys National Marine Sanctuary, the site impeded on a riparian zone that serves as a natural habitat to manatees, sea turtles, dolphins, crocodiles and snakes. Environmental contract provisions also dictated the contractor not disturb indigenous and endangered mangroves (trees/shrubs) that were situated in this area as well. The lack of a well planned and executed erosion protection and control plan would have been disastrous to the habitat of these native plants and animals. Granite self-performed erosion control for the project. Erosion protection features that were put into place included a 14,600 SF seawall, a 93,000 LF turbidity barrier and a 186,000 LF silt fence. As a result of these efforts, the riparian zone at the project site suffered.

B-14 | Appendix B | Project Profiles FIRM U.S. 90 St. Louis Bay Bridge Design-Build Granite Pass Christian, MS RELEVANCE • Design-build • Pre-stressed concrete bridge

TEAM PARTICIPANTS • N/A

OWNER Mississippi Department of Transportation

STATUS Completed February 2008

CAPITAL COSTS $283.6 million

SOURCES OF FUNDING • State • Federal

PROJECT CONTACT Don Rasumssen This design-build project included design and construction of the new bridge and approaches 2950 Metro Dr., Ste. 200, — approximately 2.1 miles in length — with two lanes in each direction. The scope of work Bloomington, MN 55425 also included the demolition and disposal of the existing US 90 bridge structure and roadway [email protected] that was destroyed by Hurricane Katrina, along with removal of other debris in the right-of- (952) 853-1252 way. Constructed in a navigable waterway, the project was completed in less than two years using an extremely fast-paced schedule. The project also received national recognition by OWNER CONTACT Steven A. Twedt, PE winning the AASHTO “On-Time” and “People’s Choice” awards, and in 2007 was named #2 PO Box 551 by Road & Bridges for their annual “Top 10 Bridges” edition. Hattiesburg, MS 39403 The new bridge consists of concrete pile foundations, pre-cast concrete girders and reinforced [email protected] concrete bridge decks in the superstructure. It also contains several elements that were (601) 544-6511 not a part of the original bridge, including a high-rise portion (85 ft. at its highest point) that COMMENDATIONS eliminates the need for a drawbridge. On the old bridge, traffic would have to stop and wait as • AASHTO “On-Time” Award the drawbridge was raised and lowered to allow boats to pass. • AASHTO “People’s The new bridge features four 12-ft.-wide lanes separated by a concrete median barrier, with Choice” Award an eight-ft.-wide inside shoulder and a 10-ft.-wide outside shoulder. It also has a 12-ft.-wide • #2 of Roads and Bridges shared use path for pedestrians and cyclists alongside the eastbound vehicle lanes. The new 2007 “Top 10 Bridges” structure is approximately 150 ft. north of the old one, with the approaches essentially where they were originally, though slightly elevated on the east side. Design services included geotechnical investigation, bridge and roadway design and other necessary design services for the completion of construction plans. Quality Control for both design and construction services are included in the contract, as well as utility coordination and relocation.

Appendix B | Project Profiles | B-15 U.S. 90 St. Louis Bay Bridge Design-Build (Continued)

Major items of work included: • 435 each 30” square precast, prestressed piles (avg 125’) • 463 each 36” square precast, prestressed piles (avg 145’) • 43 each Trestle-bent caps 95’ long on 36” piles • 46 waterline footings on 30” piles, (6,600 cy) • 48 CIP concrete columns from 30 – 72 ft tall (7,600 cy) • 48 CIP hammerhead-style caps (4,500 cy) • 3,573,000 lbs black rebar • 9,647,000 lbs epoxy-coated rebar • 531 Bulb-T, 78” girders on typical 150’ spans • 154 Type IV AASHTO Girders • Middle 250’-long mid span bracketed by 200 ft back spans; post-tensioned, spliced girders consisting of 18 haunches, and 27 drop-in segments • 1,074,000 sf bridge deck, (34,000 cy) Schedule was the biggest challenge on this project. We are not aware of any bridge of this size that has been built as fast as this one. Notice to Proceed was received on February 20, 2006. In order to reconnect the communities of Bay St. Louis and Henderson Point, two lanes were required to be opened by May 16, 2007. The project also required major construction while water borne, contained complex/detailed rebar placement in both walls and footings and had complex concrete forms/placements/finishing requirements. Approximately 73 percent of the total contract value was self-performed by the Granite-led Joint Venture, including girder setting, pile work, paving, grading, shoring and deck placement. Subcontracted work included testing, surveying, boring and well installation, diving, railing installation, signals and bridge deck grinding.

B-16 | Appendix B | Project Profiles FIRM Main Street Bridge Improvements Granite Ferndale, WA RELEVANCE • Steel truss bridge

TEAM PARTICIPANTS • Phil Bogardus • Don Schroeder

OWNER City of Ferndale, WA

STATUS Completed 2004

CAPITAL COSTS $5.5 million

SOURCES OF FUNDING • State • Federal

PROJECT CONTACT Phil Bogardus A $5.5 million road and bridge widening for the City of Ferndale the Main Street Bridge 1525 E. Marine View Dr. Improvements project began in 2003, completed in mid 2004. The 0.6 mile widening included Everett, WA 98201 a 500 ft. two-lane bridge in which the two spans over the Nooksack River where structural [email protected] (425) 551-3100 steel. The bridge widening consisted of approximately 90,000 lbs of structural steel members to cantilever sidewalks, two 12-inch DIP force mains and safety railing out over the existing OWNER CONTACT structure. The original design gave conceptual details for rivet spacing and types of beams Loren Sperry to be used. The actual field conditions were 2095 Main Street significantly different from the original design. Ferndale, WA 98248 Granite worked with our supplier to size members, Loren.Sperry@ rivet spacing and design to meet the countless cityofferndale.org variations and patterns that actually existing on (360) 384-4006 the steel structure. This collaboration minimized impacts to the overall schedule to allow for completion of the project on time. Granite was innovative in our approach to work platform access, environmental protection of waters below and phasing of the sequence of raising steel panels.

Appendix B | Project Profiles | B-17 Tolt Bridge #183A — NE Tolt Hill Road over FIRM Snoqualmie River Granite Carnation, WA RELEVANCE • Steel structures • Over water

TEAM PARTICIPANTS • Phil Bogardus • Don Scroeder • Don Ross

OWNER King County DOT

STATUS Completed May 2008

CAPITAL COSTS $17.1 million

SOURCES OF FUNDING • State • Federal • Local

PROJECT CONTACT Jacob Zacharda 1525 E Marine View Dr The Tolt Bridge Project consisted of replacing the existing steel truss bridge over the Everett, WA 98201 Snoqualmie River in Carnation, WA. The original bridge, built in 1922, was replaced jacob.zacharda@gcinc. because of deterioration and failure to meet modern standards for safety, sight lines and com load capacity. Built about 165 ft. south of the old bridge, the new bridge is longer and wider, (425) 551-3100 with eight-ft. shoulders on both sides for pedestrians and bicycles. Its two 300-ft. long steel trusses maintain the historical feel of the old bridge, while its new alignment provides OWNER CONTACT a straighter route across the river. The other three spans of the bridge are comprised of Rose LeSmith, PE, Project W58G pre-stressed concrete girders. Engineer King County Department In order to construct the steel truss, a temporary trestle was installed in a wetland and of Transportation into the Snoqualmie River. Since the trestle was over sensitive land, special precautions Construction Management were taken to ensure no contaminants (i.e., petroleum products) entered the wetland. Unit Granite worked hand and hand with King County Environmental Group and the Department 201 South Jackson Street of Ecology. In addition, the new truss was painted after it was erected. Granite built a KSC-TR-0224 rolling scaffold that hung below the truss structure which was fully enclosed, enabling the Seattle, WA 98104 subcontractor to paint the structure without any debris entering the waters of the state. rose.lesmith@kingcounty. gov Likewise the demolition of the old bridge required planning efforts equally as important. (206) 296-8756 Granite lifted and floated the old structure out off of its abutment to a neighboring staging area where it was taken apart and recycled. The old structure contained lead paint that was abated properly.

B-18 | Appendix B | Project Profiles th FIRM U.S. 2 — 50 Street to SR 204 Bridge Granite Rehabilitation RELEVANCE Everett, WA • Steel girders The US 2 Bridge Rehabilitation Project included improvements to the structural integrity • Containment system of the westbound US 2 bridge trestle. Concrete on the bottom of the girders had spalled TEAM PARTICIPANTS away from the reinforcing, exposing and rusting the steel. Additionally, cracks had spread • Phil Bogardus throughout the bottom section of the girders. • Don Scroeder Granite and its subcontractor Leewens Corporation removed the spalled concrete and OWNER abrasively blast the reinforcing back to white steel. The damaged girders were then WSDOT repaired using a fast set high strength mortar. The strength of the damaged reinforcing steel was replaced by applying carbon fiber reinforcement to the bottom of the existing bridge STATUS girders. All cracks were epoxy injected to create a sound product. Completed September 2007 Associated with this work was the use of a temporary hanging platform assembly to provide access for repair activities and to be part of the required containment system. Containment CAPITAL COSTS of concrete debris was especially relevant due to the environmentally sensitive wetland $8 million below most of the bridge. Biologists monitored the project site seven days per week. SOURCES OF FUNDING To eliminate vibrations all mortar and carbon fiber placement had to be constructed under a • State full detour of the US 2 Trestle. The contract allowed for 60 closures of the US 2 Trestle. The • Federal project had a strict 90 working days with high liquidated damages. All concrete repair work PROJECT CONTACT had to be completed by October 1st regardless of closures used or working days remaining. Reggie Wageman Granite worked six to seven days a week and constructed additional access platforms 1525 East Marine View so more girders could be prepared prior to a closure. Granite used 43 of the allowed 60 Drive closures, greatly reducing the impact to the travelling public. The project was complete and Everett, WA 98201 the road opened on the last working day allowed by the contract. reggie.wageman@gcinc. com (425) 551-3100

OWNER CONTACT Amir Ahmadi WSDOT 9029 El Capitan Way Everett, WA 98208 [email protected] (425) 225-8725

Appendix B | Project Profiles | B-19 Puyallup River Bridge FIRM Tacoma, WA Granite RELEVANCE • Steel structures • Over water • BNSF coordination

TEAM PARTICIPANTS • Phil Bogardus • Don Scroeder • Don Ross

OWNER WSDOT

STATUS Completed May 2010

CAPITAL COSTS $2.85 million

In December 2002 a BNSF rail car containing alcohol caught on fire under the Puyallup SOURCES OF FUNDING River Bridge. The fire damaged span eight of the bridge including two five-ft. diameter • State concrete columns and all of the W74G concrete girders. It was decided by State engineers • Federal • Private that the life of the structure would be greatly compromised due to the fire damage.A load restriction was placed on the bridge and it was determined that span eight would be PROJECT CONTACT replaced. Phil Bogardus Granite was awarded the contract for the complete replacement of the span eight in June 1525 E. Marine View Dr. Everett, WA 98201 of 2009. In order to allow the 32,000 daily drivers to continue to use the bridge, traffic was [email protected] reduced from four lanes to two and redirected onto half of the bridge while the other half (425) 551-3100 was constructed. Construction began in October 2009 with the rehabilitation of the two damaged columns. OWNER CONTACT Rumina Suafoa Steel jackets were fabricated and welded around the columns. The voids were then 1614 S. Mildred St. pumped with grout, creating a sound product. Suite M Demolition began in November 2009. Each of the 140-foot concrete girders was cut Tacoma, WA 98465 away from the bridge and temporarily supported. Weighing 226,000 lbs., each girder was [email protected] hoisted onto trucks using two 250 ton cranes and hauled to a lay down yard where they (253) 534-3101 were unloaded by another set of cranes and demolished. Due to the extreme loadings on the cranes outriggers during the 226,000 lb. pick, a temporary crossbeam support was constructed under the existing bridge to prevent overstressing of the pier cap. After demolition was complete new girders were erected onto temporary support brackets while the pier diaphragms, deck and barrier were formed and poured. Once phase one was complete traffic was switched onto the newly constructed half of the project and the process began all over again. Construction was complete and open to traffic on May 8, 2010, two weeks ahead of schedule.

B-20 | Appendix B | Project Profiles FIRM Central King to South Snohomish County Granite Bridge Seismic Retrofitting RELEVANCE Snohomish County, Lynnwood, and King County, Tukwila, WA • Bridge rehab • Seismic

TEAM PARTICIPANTS • Phil Bogardus • Don Scroeder • Don Ross

OWNER WSDOT

STATUS Completed 2009

CAPITAL COSTS $6 million

SOURCES OF FUNDING • State

PROJECT CONTACT Don Ross 1525 E Marine View Dr This contract provides for the improvement of I-5 in King County and Snohomish County, Everett WA, 98201 MP 154.52 to MP 183.90 (spread over 25 miles), by seismic retrofitting 19 bridges by a [email protected] combination of steel column jacket installation, girder stop construction and capbeam (425) 551-3130 bolster construction, erosion control, traffic control, and other work. OWNER CONTACT This project demonstrates Granite’s abilities to retrofit existing structures with reinforced Amir Ahmadi concrete and steel column jackets. This type of work is similar to the concrete repairs 9029 El Capitan Way required on the Murray Morgan substructure. Everett, WA 98208 [email protected] Notable that GCC completed this project five months ahead of schedule. WSDOT published (425) 225-8725 a newspaper article commending Granite for early completion. Granite developed multiple cost-saving proposals on this project. Granite also partnered with WSDOT in resolving all change order issues prior to job completion.

Appendix B | Project Profiles | B-21 South Seattle Seismic Retrofitting FIRM Seattle, WA Granite RELEVANCE • Bridge rehab • BNSF coordination • Seismic

TEAM PARTICIPANTS • Phil Bogardus • Don Scroeder • Don Ross

OWNER WSDOT

STATUS Completed November 2008

CAPITAL COSTS $5.4 million

SOURCES OF FUNDING This project required seismic retrofitting of 14 bridges in the I-5 corridor . Specifically the • State I-90, the Spokane Street and the Michigan/Albro interchanges. It was required to install • Federal steel column jackets on 90 columns – many in the 30 feet to 80 feet tall. Some columns Project Contact required pre-excavation up to 30 ft. deep. Don Ross The project also, required installing girder stops and catcher blocks on six bridge 1525 E Marine View Dr abutments. Everett WA, 98201 [email protected] This project exemplified Granite’s ability to rehabilitate/retrofit old concrete structures (425) 551-3130 to bring them up to current code. Granite also demonstrated innovative methods by developing deep excavation techniques in a confined urban environment. Similar to Murray OWNER CONTACT Morgan Bridge, Granite was required to work between and immediately adjacent to BNSF Doug Lindsley railroad tracks and required PO Box 330310 significant coordination of Seattle, WA 98133 schedules and safety with [email protected] BNSF. (206) 437-7940

B-22 | Appendix B | Project Profiles FIRM U.S. 183 A Granite (Construction) Austin, TX HDR (Design)

RELEVANCE • Design-build • Pre-stressed concrete bridge

TEAM PARTICIPANTS • N/A

OWNER CTRMA

STATUS Construction completed March 2007

CAPITAL COSTS The project, connecting at the end of US 183 and continuing to the San Gabriel River, $178 million consists of the design and construction of a new multi-lane Turnpike including frontage SOURCES OF FUNDING roads and ramps. Schedule was the biggest challenge in constructing this 11.6 mile toll • State road that included project design, 22 bridges covering 739,500 square feet of deck and toll • Federal facilities. Contractor had 730 days to complete design, relocate existing utilities, acquire right-of-way and construct this new highway. The design review and approval process PROJECT CONTACT had to be completed prior to starting the construction process, which required a massive Steve Harding coordination of design, review and fine-tuning to ensure this process delivered the plans for 1525 E Marine View Dr construction. Everett WA, 98201 [email protected] Most of the roadway consists of three lanes in each direction separated by a grassy (425) 551-3130 median, leaving room for future addition of lanes. Particular consideration was given to high traffic areas concerning access on and off of the tollway, and turnaround lanes were OWNER CONTACT constructed along the alignment to maximize mobility on frontage roads. Mike Heiligenstein CTRMA Much of the turnpike went directly through an existing residential area. This required a 204 W Austin Ave comprehensive program of educating, informing and updating the public of our operations. Round Rock, TX 78664- All work was performed in conformance with stringent and highly sensitive environmental 5104 regulations within a limited turnpike right-of-way. Mike.Heiligenstein@ CTRMA.org Concrete walls retaining walls were stamped with a “real stone” look and all bridges feature (512) 996-9778 square support columns with a special teardrop imprint at the top. Project personnel collaborated with the tolling authorities and community stakeholders to select the soundwall design – 12 ft. walls using pre-cast concrete panels with a stone/stucco imprint that feature painted columns and decorative caps. Major construction items of work included: • 1.5 million cy excavation of clay and rock • 1.5 million cy embankment • 140,000 tons cement treated base • 115,360 tons of grade-1 base

Appendix B | Project Profiles | B-23 U.S. 183 A (Continued)

• 91,000 cy of 10.5” concrete paving • 235,000 tons hot-mix asphalt concrete HDR designed 4.2 miles of highway beginning north of FM 1431 in the City of Cedar Park and extending just south of RM 2243 in the City of Leander. The facility had consisted of two-lane frontage roads in both the northbound and southbound directions with a wide grassed median to accommodate the proposed six lane toll road facility. The existing northbound and southbound Frontage Roads became three lanes in the ultimate configuration.

B-24 | Appendix B | Project Profiles FIRM Route 1 & 9 over the Passaic River HDR Essex County, NJ RELEVANCE • Moveable bridge

TEAM PARTICIPANTS • Herb Protin • Pete Davis • Matt McGuire

OWNER New Jersey Department of Transportation

STATUS Completed

CAPITAL COSTS $7 million

SOURCES OF FUNDING • State

PROJECT CONTACT Pete Davis 1037 Raymond Blvd. Newark, NJ 07102 [email protected] The Route 1 & 9 Bridge over the Passaic River is a highway, tower-driven vertical lift bridge (973) 474-5035 carrying six lanes of heavy truck traffic. OWNER CONTACT HDR performed an in-departmenth mechanical and electrical forensic inspection and Felix Fuster investigation of this bridge. 228 Harrison Avenue Harrison, NJ 07029 • Provided design to replace the existing deck and sidewalk to reduce moveable span [email protected] dead load. (973) 483-2180 • Provided design modification to barrier gates to improve reliability. HDR was requested to investigate and determine the cause of operational difficulties with the recently rehabilitated lift span. These difficulties included the emergency generator tripping off during operation, drive system faulting/stopping during span operation, excessive machinery “hunting” during operation and constant adjustment of span position limit switches all associated with high maintenance costs and delays to the motoring public. HDR worked with the resident engineering staff, the design consultant and the contractor to optimize the operational performance of the bridge. The bridge rehabilitation included the installation of a new partially filled grid deck which increased moveable span dead load by approximately 835 kips. The drive system was challenged by the additional system loads. NJDOT requested that HDR develop a deck replacement design that would reduce the moveable span dead load as much as practical

Appendix B | Project Profiles | B-25 Route 1 & 9 over the Passaic River (Continued) while meeting the current AASHTO LRFD requirements. A one-inch aluminum plank sidewalk was proposed and a 5 x 4 way heavy riveted open grid deck was selected. NJDOT has continued to have reliability issues with new Barrier Gates installed on their vertical lift bridges. HDR developed a retrofit design for these gates which corrected the reliability issues. The gate housing was strengthened and the drive machinery was moved to an independent base.

B-26 | Appendix B | Project Profiles FIRM Virginia DOT Moveable Bridge On-Call HDR Contract RELEVANCE State of Virginia • Moveable bridge

TEAM PARTICIPANTS • Pete Davis • Matt McGuire

OWNER Virginia Department of Transportation

STATUS Ongoing

CAPITAL COSTS $12 million

SOURCES OF FUNDING • State

PROJECT CONTACT Pete Davis 1037 Raymond Blvd. Newark, NJ 07102 As part of this statewide on-call contract, HDR has been responsible for 13 moveable [email protected] bridges in Virginia since 2003 (three consecutive selections). The responsibilities included (973) 474-5035 conducting field inspections, inspection ratings, preparing reports, troubleshooting, OWNER CONTACT reviewing construction documents, preparing rehabilitation plans, specifications and Bob Jacobus construction estimates. In addition, the team prepared environmental permit sketches and Virginia DOT – Hampton coordinated with VDOT. HDR has developed a database for all VDOT bridges such that Roads District all system modifications, repairs and other data is maintained in a single location. HDR 1700 North Main Street efforts in coordination with the Department has reduced moveable bridge incident reports Suffolk, VA 23434 from a high of 150 in 2004 to seven in 2008. The reduction in incidents is due to system robert.jacobus@vdot. modifications, improvement of design details (where possible) for limit switches, gates and virginia.gov other high maintenance items. (757) 925-2434 Some of the key task orders performed included: Peer review of Gilmerton Vertical Lift Bridge. The review included plans, specifications and cost estimate for a complete replacement bridge, including all structural, mechanical and electrical details. The new bridge will be 1900 ft. long with a 250 ft. moveable through truss span. Project cost $137M. Route 156 Benjamin Harrison Vertical Lift Bridge. Performed inspection of bridge operating systems. During our work, several design related code compliance issues were identified which HDR has been working with VDOT to correct. The thyrister drive was found to be functioning improperly due to resistor bank failure. One of the main drive motors was found to be defective which was replaced. Rehabilitation of the tower elevators was performed.

Appendix B | Project Profiles | B-27 Virginia DOT Moveable Bridge On-Call Contract (Continued)

Route 17 over James River Vertical Lift Bridge. Provided VDOT with emergency trouble shooting services to resolve operational and skew correction issues. Performed engineering study to develop deck replacement alternatives including sandwich plate system, fiber reinforced deck, riveted open grid deck and conventional grid deck systems. Berkley Bridges. Worked with VDOT maintenance and engineering staff to identify and correct sources of control system operational problems. In 2004 over 70 trouble orders were logged. HDR realized that the bridge was having systemic component failures, and beginning in 2005 worked with the department to begin implementing a series of repairs, inspections and maintenance procedures. In 2008 there were only two reported trouble orders which did not require HDR assistance. HDR also provided a deck replacement design for this bridge. South Quay Swing Span. HDR performed a complete mechanical rehabilitation of this bridge including span operating machinery end lifts and centering equipment. A complete electrical system rehabilitation has been completed.

B-28 | Appendix B | Project Profiles FIRM Roosevelt Island Lift Bridge over the East HDR River RELEVANCE New York City, NY • Moveable bridge • Inspection

TEAM PARTICIPANTS • Pete Davis • Herb Protin • Matt McGuire

OWNER New York City Department of Transportation

STATUS Ongoing (estimated completion December 2011)

CAPITAL COSTS $87 million

SOURCES OF FUNDING • NYC DOT • NYS DOT Specifics • Federal • Structural, Painting, Mechanical and Electrical Construction Inspection and Expert Moveable Bridge Consultant Services PROJECT CONTACT Pete Davis Project Description 1037 Raymond Blvd. Newark, NJ 07102 HDR is the prime consultant for the Resident Engineering and Inspection (REI) support [email protected] services for the complete rehabilitation of this tower drive vertical lift bridge. The (973) 474-5035 work includes replacement of the deck, sidewalks, steel repairs, complete painting of the structure, rehabilitation of the mechanical systems (including replacement of the OWNER CONTACT counterweight ropes) and replacement of the electrical system. The challenges for this Kursheed Khan project are the staging of work to allow vehicular access (the structure is the only vehicular NYC DOT access to Randall’s Island) and to maintain the structure in operational condition during 55 Water Street United Nations sessions. These strict schedule requirements required that the project team New York, NY 10014 work together to address as found conditions and schedule delays. [email protected] (212) 839-4092 HDR is providing all REI services for this project. These services include all shop inspection for M&E equipment (ropes, gearboxes, fabricated steel components, traffic gates, Bridge controls, Droop cables, Control system, MCC, etc.). Field inspection includes all resident engineering services during construction including field personnel, resident engineer and office engineering staff. In addition, HDR is providing technical experts to advise the owner regarding design consultant recommendations and contractor design modifications.These technical experts provide both the owner and the resident engineer with objective third party review of project progress and technical recommendations made by the design consultant and the contractor.

Appendix B | Project Profiles | B-29 Roosevelt Island Lift Bridge over the East River (Continued)

Key technical issues encountered during construction were: Primary reducer modifications for proper heat dissipation, change from submarine cables to droop cables (river bed conditions prevented excavation), deck weight in excess of design calculations – utilized partial fill and lightweight concrete to remediate.

B-30 | Appendix B | Project Profiles FIRM Wards Island Pedestrian Bridge HDR New York, NY RELEVANCE • Moveable bridge

TEAM PARTICIPANTS • Pete Davis • Herb Protin • Matt McGuire • Randy Geist

OWNER New York City Department of Transportation

STATUS Design completed 2009 Construction completion estimated December 2012

CAPITAL COSTS $15.5 million

SOURCES OF FUNDING • NYC DOT The Wards Island Bridge is a tower drive vertical lift bridge over the Harlem River between • NYS DOT Manhattan and Wards Island in New York City built in 1950. The 312-ft. lift span supports a • Federal 14-ft. wide deck used by pedestrian traffic. PROJECT CONTACT HDR performed the following services: Pete Davis • In-departmenth inspection of the mechanical and electrical systems 1037 Raymond Blvd. • Determination of substandard mechanical and electrical features of the bridge Newark, NJ 07102 [email protected] • Determination of major alternatives for replacement or rehabilitation of the mechanical (973) 474-5035 and electrical systems • Prepared bid document package including permits, plans, specifications, cost OWNER CONTACT estimates, support documents for SHHPO and Arts Commission approvals Gustav Sebo The scope of the rehabilitation includes: Amhan & Whitney 96 Horton Street • Replacement of Moveable Span Deck (by others) New York, NY 10014 • Electrical rehabilitation: New incoming feed (including service disconnect), New MCC gsebo@ahman-whitney. and upgrade of control desk, upgraded bridge control system interlocks to meet com current code requirements, gate controls, aviation, navigation lighting, new bridge (212) 462-8579 lighting (including all approaches) and replacement of the submarine cable. • Mechanical rehabilitation: rehabilitation of span and counterweight guides, span centering device, installation of platforms to facilitate lubrication and maintenance • Prepared final plans and specifications and construction cost estimate

Appendix B | Project Profiles | B-31 CSX Mobile River Vertical Lift Bridge FIRM Mobile, AL HDR

RELEVANCE • Moveable bridge

TEAM PARTICIPANTS • Pete Davis • Sena Kumarasena

OWNER CSX Transportation

STATUS Completed July 2002

CAPITAL COSTS $64 million

SOURCES OF FUNDING • CSX RR • Federal (USCG)

PROJECT CONTACT Pete Davis 1037 Raymond Blvd. CSX Transportation’s (CSXT) line running along the Gulf Coast crosses the Mobile River Newark, NJ 07102 near Mobile, Alabama. The existing bridge crossing the Mobile River has a swing span [email protected] over the navigational channel. The US Coast Guard recently declared the swing span (973) 474-5035 as a “navigational hazard” and later issued an “Order to Alter” to CSXT. This began the replacement process, Truman-Hobbs Act (whereby the US Government substantially OWNER CONTACT Rick Garro participates in the funding). CSXT contracted with HDR in June 2000 to perform all necessary 351 Thornton Rd Ste 125 design, permitting and construction inspection services for the new structure. Lithia Springs, GA 30122- 1589 Key project activities include the following: [email protected] • New vertical lift span is a new 360-ft. Warren Through Truss; The new truss will lift (904) 359-1104 vertically to provide 55 ft. of clearance • Adjacent approach trusses are replaced with new spans; The new foundations will support the vertical lift towers and the new approach spans; A new fender system will also designed • HDR performed the design, permits and construction inspection services for the 3.5 year long project • HDR coordinated all CSXT project management activities concerning reviews and coordination with the US Coast Guard • Hardesty & Hanover was HDR’s original subconsultant for the moveable span components; Harmon Industries was our subconsultant for signals • HDR is providing construction inspection and managing all CSS efforts

B-32 | Appendix B | Project Profiles FIRM WSDOT SR 520 General Engineering HDR Consultant RELEVANCE Seattle to Redmond, WA • Pre-stressed concrete bridge • Context sensitive design • Natural drainage practices • Complex stakeholder needs • Permitting • Extensive public outreach

TEAM PARTICIPANTS • Mike Ofenstein • Matt Gurrad

OWNER WSDOT

STATUS Design ongoing SR 520 is a critical highway for the Puget Sound Region, linking densely populated cities CAPITAL COSTS and some of the largest employers in the state. The 12.8-mile-long corridor includes the $4.5 to 6.67 billion 42 year-old SR 520 Evergreen Point floating bridge, one of two east-west bridges over Lake Washington. Built in the 1960s, the bridge is very vulnerable to windstorms and SOURCES OF FUNDING earthquakes, at risk of collapse if not replaced. • State • Federal The SR 520 program will replace the floating bridge and improve transit reliability and • Local mobility in the region. Co-located with WSDOT, HDR serves as WSDOT’s General Engineering Consultant (GEC) for the program, leading three of the four components within PROJECT CONTACT the program: the Bridge Replacement and HOV Project, the Pontoon Construction Project, Larry Kyle and the Eastside Transit and HOV Project, with the fourth component of the program, 601 Union Street the Lake Washington Urban Partnership, is managed by WSDOT’s Tolling Division. As Suite 700 WSDOT’s GEC, HDR is providing a full suite of services, including program management, Seattle, WA 98101-2341 design, design oversight, environmental mitigation design, stakeholder and community [email protected] coordination, constructability and construction management. The total program costs range (206) 770-3536 from $4.56 billion to $6.67 billion, depending on which Seattle interchange is built. The new OWNER CONTACT six-lane floating bridge is scheduled to open in 2016. Julie Meredith Co-located with WSDOT, HDR serves as WSDOT’s General Engineering Consultant (GEC) Engineering Manager for the SR 520 program. HDR leads three of the four components within the program: the WSDOT Bridge and HOV Project, the Pontoon Construction Project, and the Eastside Transit and 1417 4th Avenue Suite 600 HOV Project. The fourth component, the Lake Washington Urban Partnership, is managed Seattle, WA 98101 by WSDOT’s Tolling Division. A mega-project such as this has many working components [email protected] requiring extensive coordination and creative leadership. HDR sets an example for (206) 770-3568 visionary leadership in environmental planning, engineering design and program management in the SR 520 Project Office.

Appendix B | Project Profiles | B-33 WSDOT SR 520 General Engineering Consultant (Continued)

As part of this program, HDR provided greenhouse gas analysis and health impact assessment advisory services for WSDOT, assisting WSDOT’s Design Team in interpreting the process and results of the Greenhouse Gas (GHG) Analysis and Health Impacts Assessment for the four alternatives for the SR 520 Bridge Replacement and HOV Project that is under development by the Environmental Team. SR 520 project design was divided into three segments: air, water and land based on where the roadway resides. Air corresponds to the part of SR 520 on the west side of the corridor where bridges carry the roadway over wetlands and communities. The design for this segment reflects lightness and airiness. The water metaphor applies to the floating bridge, which sits directly on the water. Flowing forms depict this segment. The land segment of the idea represents the facility traveling through the eastside communities. Here the conceptual design theme embraces geologic ideas. Bridges are the dominant structures for two-thirds of the project corridor. Design treatments were used to establish uniformity in the shapes, texture and color of piers, abutments, traffic barriers and vehicular railings and screens. Likewise, safety median barriers were designed to be virtually consistent along the corridor. Attention is given to their configuration, color, texture and glare screening. Other screening and rails add detail and interest to vehicular and pedestrian bridges and lids. All incorporate materials sensitive to contextual settings. The large, highly visible retaining walls and sound walls needed for this project required a creative aesthetic treatment. Designers used materials, finishes, texture, color and plantings to reflect geologic and water themes, softening the visual impact. Stylized layers of soil connect to land forms, such as strata, rock and soil creating a more natural appearance. For sound walls on bridges, the design is adapted to reflect flowing water and waves. Other landscape elements were worked in to give the corridor a greener feel while providing visual and noise buffering. On the east side, the alignment runs through undulating topography, creating large cut and fill walls. How the roadway lays along the topography is important to community connectivity, viewsheds and integration of landscape elements. It also creates opportunities to pursue a CSS approach. Some of the most dramatic CSS applications for SR 520 are the lids that serve as public and community spaces for the five towns along the alignment. The lids essentially are caps across the highway intended to reconnect neighborhoods. They can be dramatic due to views or topography, or they can serve as town greens for the residential communities. The total program costs range from $4.56 billion to $6.67 billion, depending on which Seattle interchange is built. The new six-lane floating bridge is scheduled to open in 2016.

B-34 | Appendix B | Project Profiles FIRM Shoreline Aurora Corridor Improvements HDR (North 165th Street to North 205th Street) RELEVANCE Shoreline, WA • Permitting • Natural drainage practices • Public outreach • Construction support

TEAM PARTICIPANTS • Ron Ohlsen • Mike Ofenstein

OWNER City of Shoreline, WA

STATUS Phase 1 design completed in 2009 and construction scheduled for completion in Summer 2011 Phase 2 design in Aurora Avenue North (State Route 99) is a regionally significant north-south corridor progress paralleling Interstate 5 from Tacoma to Everett. Three miles of Aurora Avenue North form CAPITAL COSTS the transportation backbone and business corridor for the City of Shoreline. The need $65 million to improve this stretch of Aurora was a significant factor in the incorporation of the City in 1996. The City recently completed improvements to the first (southern) mile of Aurora SOURCES OF FUNDING Avenue North between N 145th and N 165th Streets as a design-bid-build project. • State • Federal HDR is providing the project management, preliminary and final design and construction • Local management to enhance and widen the remaining two miles of Aurora Avenue North from N 165th Street to N 205th Street. This $105 million project will provide bus transit facilities, PROJECT CONTACT traffic congestion relief, increase safety for pedestrians and drivers and enhanced economic Paul Ferrier development for the community. 500 108th Avenue NE Suite 1200 Goals for the project also include enhancing the City’s image through utility undergrounding [email protected] and streetscape improvements and improving the environment through the use of low (425) 450-6296 impact roadway design features wherever practicable. OWNER CONTACT The project involves a number of invested and supportive stakeholders including the Kris Overleese Shoreline community, neighboring cities, WSDOT, transit and utility providers and local Capital Projects Manager businesses. HDR will coordinate closely with public agencies, local businesses, the City of Shoreline community and the City leadership throughout the design and construction process. 17500 Midvale Ave. North Project work also includes coordinating the design of power and utility undergrounding with Shoreline, WA 98133-4921 koverleese@shorelinewa. Seattle City Light and other utility providers, and assisting the City with project approvals gov from the Washington State Department of Transportation. (206) 801-2482 The first construction stage (N 165th to N 185th Streets), which will last through this summer, includes shifting of the traffic on Aurora to the west so that construction can focus

Appendix B | Project Profiles | B-35 Shoreline Aurora Corridor Improvements (North 165th Street to North 205th Street) (Continued) on the east side. Undergrounding of the existing overhead utilities will begin on the east side near N 165th Street and work north. Undergrounding on Midvale Avenue north of N 175th Street and the work around City Hall on N 175th Street will be completed during this stage. Once the east side construction is completed (undergrounding finished, sidewalks and curbs installed) later this summer, stage two will begin. In stage two, traffic will be shifted to the newly-completed east side ofAurora so crews can complete the undergrounding of utilities along the west side. The contractor’s schedule projects that Seattle City Light and the communications utilities will pull their wires underground this autumn. After the sidewalks, curbs and driveways are installed on the west side in early 2011, the third stage is set to begin. In the third stage, traffic in each direction will be pushed out to the curbs and the median work as well as the landscape work will be completed. To be competitive in seeking outside funding to complete the third mile (N 185th to N 205th Streets), the last mile of Aurora has been broken up into two separate projects: N 185th to N 192nd Streets and N 192nd to N 205th Streets. HDR Engineering continues as the design consultant and has delivered 90 percent plans for the N 185th to N 192nd Streets project. Right-of-way acquisition is also under way for this section. Construction of the N 185th to N 192nd Streets section is projected to begin in the summer of 2010. HDR has delivered 30 percent plans for the 192nd to 205th Streets project. Staff continues to seek additional funds for the N 192nd to N 205th Streets section. It is anticipated that construction on this segment will begin in 2012. Funding for this project includes federal, state, and local sources. Adherence to FHWA, WSDOT, NEPA, SEPA and ESA requirements is key to the success of the project.

B-36 | Appendix B | Project Profiles FIRM Northbound and Southbound Bruckner HDR Expressway Bridges Design-Build RELEVANCE Bronx, NY • Design-build • Truss and multi-girder

TEAM PARTICIPANTS • N/A

OWNER New York City Department of Transportation

STATUS Schedule to be completed in late 2010

CAPITAL COSTS $65 million

SOURCES OF FUNDING • Local (NYCDOT)

PROJECT CONTACT The Bruckner Expressway, Interstate Route I-278, is a major connecting link in the Bronx Marco Buyson from the Robert F. Kennedy (Triborough) Bridge/Major Deegan Expressway (I-87) to the 500 7th Avenue New England Thruway (I-95). In October 2005, an oil tanker truck fire on the Northbound New York, NY 10018 Bruckner Expressway bridge caused a downward deflection of portions of the bridge, marco.buyson@hdrinc. resulting in decreased vertical clearances over the Amtrak and CSX tracks underneath the com bridge. Reports of CSX trains hitting the underside of the bridge created a sense of urgency (212) 542-0011 within the New York City Department of Transportation (NYCDOT) to mitigate the condition. The contract was performed under NYCDOT Division of Bridges’ Design Build/Emergency OWNER CONTACT Contracts Section. Richard Solomon, Project Manager In February 2008, the Judlau-HDR Design-Build Team was selected by NYCDOT to NYCDOT perform the Design, Construction and Construction Support Services for the Rehabilitation 55 Water Street of the Northbound and Southbound Bruckner Bridges Over CSX and Amtrak Railroad. New York, NY 10041 (212) 839-6369 The project was performed in two major phases: 1) Design phase which had a duration of 180 consecutive calendar days after receipt of the Notice To Proceed from NYC.

Key Elements

• Bridge Design • Transition of lanes • Flag Repairs • CSS • Street Lighting • Traffic Maintenance • MPT & Staging • Bridge Monitoring • Hazardous Waste • Railroad Coordination • Substructure • Roadway Design • Design-Build • Rehabilitation • Traffic Contro • Safety consideration • Hauling & Disposal

Appendix B | Project Profiles | B-37 I-15 CORE Design-Build FIRM Salt Lake City, UT HDR

RELEVANCE • Design-build • A wide range of structure types • Agressive schedule

TEAM PARTICIPANTS • N/A

OWNER Utah Department of Transportation

STATUS Construction in progress Between Provo Center Street and University Parkway, three lanes in both the northbound and southbound CAPITAL COSTS direction will be built in a head-to-head fashion to $1.725 billion facilitate construction of the railroad bridges in the S-Curve. SOURCES OF FUNDING • State HDR is the lead designer on the design-build team for the I-15 CORE project that extends over a 23.5-mile stretch of the major north-south commuter route between Salt Lake City PROJECT CONTACT and the Provo/Orem region of Utah County, one of the fastest growing counties in the U.S. Brad Johnson, PE, Design The $1.7 billion project will expand the freeway by two lanes in both directions from Lehi Manager 3949 South 700 East Main Street to Spanish Fork Main Street; extend the express lane from University Parkway Suite 500 in Orem to Spanish Fork; rebuild and reconfigure ten freeway interchanges; replace and Bradford.Johnson@hdrinc. restore 55 bridges; and provide additional improvements that will meet or exceed travel com demands through the year 2030. (801) 653-3403 HDR is managing a team of 15 design firms and is contracted with a consortium of OWNER CONTACT contractors known as Provo River Constructors (PRC). PRC is a joint venture of contractors Dal Hawks including Fluor Corporation, Ames Construction Company, Inc., Ralph L. Wadsworth 1345 S 350 W Construction Company, Inc. and Wadsworth Brothers Construction Company, Inc. The PO Box 700 PRC team successfully competed in a fixed-price, variable-scope procurement process Richfield, UT, 84701-7030 where teams were told the budget and then had to determine the extent and quality of the [email protected] improvements that could be delivered for the fixed contract amount of $1.1 billion. PRC (801) 341-6406 provided the greatest value solution with the following benefits: • Maintaining traffic on the current number of southbound and northbound lanes during the majority of construction • Providing 40-year-life concrete pavement along the entire corridor • Delivery on an aggressive construction schedule that runs from Spring 2010 to December 2012, finishing two years ahead of UTDOT’s original schedule • A 13.2-mile southward extension beyond UTDOT’s originally budgeted project, including significant improvements to interchanges at US 6 and Spanish Fork Main Street, an important benefit for residents of the Spanish Fork area that are currently served by outdated and congested interchanges.

B-38 | Appendix B | Project Profiles I-15 CORE Design-Build (Continued)

The accelerated schedule will be accomplished by advancing construction of all segments concurrently rather than in phases. Traffic will be kept moving through a considerable investment in temporary pavement and bridge widenings, and with staged construction of interchanges. This innovative approach responded to UTDOT’s priority for maintaining as much capacity in the corridor as possible. With such an extremely aggressive design schedule, project scheduling and follow-through is critical. The HDR Team established an effective earned value management system in order to maintain continuous review of financial and schedule performance. In addition to roadway, drainage, structures and landscape design; maintenance of traffic, traffic engineering/analysis; and environmental services, the HDRTeam has produced innovative designs for the following two interchanges: • Provo Center Street. HDR developed a rotary style interchange to maximize level of service and make effective use of the existing interchange topography. The concept was refined during final design to better respond to Provo City’s future lane use plans. • University Parkway in Orem. HDR designed a continuous flow intersection (CFI) to optimize level of service and traffic flow at this intersection.

Appendix B | Project Profiles | B-39 11400 South; State Street to Bangerter; New FIRM I-15 Interchange Design-Build HDR Salt Lake City, UT RELEVANCE • Design-build • Bridges

TEAM PARTICIPANTS • N/A

OWNER Utah Department of Transportation

STATUS Design completed in 2009 with construction on schedule to be completed by September 2010

CAPITAL COSTS $150 million

SOURCES OF FUNDING • State

HDR is the lead design firm, in a joint venture partnership withA&W Highway Contractors, PROJECT CONTACT to complete the $150 million design-build of a new SPUI interchange for I-15 at 11400 David Kilmurray, PE South Street, and construction of about five miles of five-lane urban arterial westward of the Sr Transportation Project new interchange through South Jordan, Draper and Sandy cities in Salt Lake County. The Mgr design will require bridges over the 11400 South SPUI, the Jordan River, railroad crossings 11129 South Auto Mall and several canal crossings. The team successfully collaborated on a sequencing plan Drive to maintain all current lanes of traffic along I-15 throughout construction.The team also Sandy, UT 84070 made extensive efforts to work directly with third parties, such as the railroad and utility David.Kilmurray@hdrinc. companies, to develop engineering solutions that minimized impacts, such as adjusting com (801) 307-3784 profile grades, re-sequencing of construction and providing protection in lieu of relocation. Preparation of drainage plans involved extensive coordination. The team incorporated OWNER CONTACT the features of existing drainage plans and permitting requirements across the various Dan Young jurisdictions of the project, including the three cities, private canal companies, Salt Lake UDOT Region 2 2010 South 2760 West County Flood Control and the U.S. Army Corps of Engineers (USACE). HDR utilized Salt Lake City, UT 84104 Bentley StormCad software for the hydraulic design of the storm sewer systems; HEC- [email protected] RAS software was used to analyze and design the new cross drainage structures at Midas (801) 975-4819 and Willow Creeks, both of which have regulatory floodplains. To evaluate bridge spans and pier skew for the proposed Jordan River bridge, HDR evaluated the FEMA regulatory model and completed a sequence of models to demonstrate impacts to the floodplain and floodway. This modeling supported the design process and balanced structural, hydraulic, environmental and regulatory considerations.

B-40 | Appendix B | Project Profiles 11400 South; State Street to Bangerter; New I-15 Interchange Design-Build (Continued)

The aesthetic treatment for structures and landscaping developed by HDR celebrates Utah’s abundant outdoor recreational opportunities, natural resources and scenic beauty. HDR also provided right-of-way design and appraisals. Our value-added approach to right- of-way services included a proprietary web-based Parcel Tracking System that provided up-to-date status of every parcel to the entire project team, a 24-hour hotline for property owners and neighborhood ROW information open houses. The project is expected to be substantially complete by the summer of 2010.

Key Comparative Features/Benefits • One of the few design-build projects awarded in 2008 • Maintenance of traffic plan splits traffic on I-15 into three and two lanes to create work zone with no lane closures

Appendix B | Project Profiles | B-41 The Birmingham Bridge Design-Build FIRM Pittsburgh, PA HDR RELEVANCE • Design-build • Bridge – Tied-Arch

TEAM PARTICIPANTS • N/A

OWNER Pennsylvania Department of Transportation – Engineering District 11-0

STATUS Completed in 2010

CAPITAL COSTS $265,806 (fee)

SOURCES OF FUNDING • State

PROJECT CONTACT The Birmingham Bridge is a critical link in the Pittsburgh area transportation system carrying Jason Fuller, PE nearly 23,000 vehicles per day over the Monongahela River. HDR was responsible for 11 Stanwix Street construction engineering on behalf of the contractor (Trumbull Corporation) for PENNDOT Pittsburgh, PA 15222 District 11 under an emergency contract. The project involved shoring two plate girder spans [email protected] that had fallen up to eight inches when the rocker bearings supporting the girders toppled, and (412) 497-6051 then jacking them up to their original position so that the structure could be re-opened to traffic OWNER CONTACT as quickly as possible. Louis Ruzzi, PE Twelve falsework towers, each supporting up to 400,000 lbs., were designed and constructed 45 Thoms Run Road in 22 days. The falsework towers had to be designed and erected quickly to stabilize the fallen Bridgeville, PA 15071 spans, yet have adequate capacity and detailing to function for several months as temporary [email protected] piers while the existing concrete pier that had been damaged by the fallen spans could be (412) 429-4893 evaluated and repaired. This extremely tight schedule was accomplished through close coordination with the contractor and PENNDOT, while providing field direction as construction occurred. Past construction engineering experience with both the District and the contractor combined with knowledge of their resources, means and methods helped this project to be successfully completed in a minimal amount of time. Certifications of the falsework were performed prior to jacking, after jacking and then on a regular basis while they were in service. Also, during the falsework and jacking design, the existing piers were evaluated and bearing replacement designs for the adjacent pier were performed.

B-42 | Appendix B | Project Profiles FIRM I-75 Design-Build-Finance HDR Collier and Lee Counties, FL RELEVANCE • Design-build • Bridge types included pre-stressed concrete, steel plate, steel box girder, straight steel, rail bridges, concrete cast- in-place, AASHTO girder, post tensioned concrete box girder, spliced girder, CIP segmental, pre-cast segmental, and flat slab concrete

TEAM PARTICIPANTS • N/A

OWNER Florida Department of Transportation

STATUS Completed July 2009 The FDOT District 1 awarded a contract for widening 30 miles of Interstate 75 to Anderson Columbia Co., Inc. and Ajax Paving Industries, Inc. (ACCI/API), a Joint Venture. HDR is the CAPITAL COSTS lead engineering design consultant. The project is the largest road construction project in $430.5 million southwest Florida history. This heavily traveled section of interstate highway carries up to SOURCES OF FUNDING 100,000 vehicles per day. • State The joint venture was tasked with widening I-75 from four to six lanes, from Colonial • Federal Boulevard in Fort Myers to Golden Gate Parkway in Naples. The project included • Local) interchange upgrades at Immokalee Road in Collier County. PROJECT CONTACT The contract incorporated a public-private partnership with FDOT for project delivery using David Gilbert design-build methods. The joint venture provided gap financing, which allowed FDOT to 1514 Broadway, Suite 202 implement the project in advance of its planned program. Ft. Myers, FL 33901 [email protected] The joint ventures responsibilities included surveying, geotechnical investigation, design, (239) 225-6730 ext. 117 permitting, traffic maintenance, demolition, construction and maintenance of all features within the project limits. FDOT District One provided contract administration, management OWNER CONTACT services, construction engineering inspection services and quality acceptance reviews. Bill Jones, PE Florida Department of The design work began in May 2007, and the ground breaking for the construction was Transportation – District 3 on October 26, 2007. In addition to using design-build, the ACCI/API/HDR team expedited P.O. Box 607 delivery by assigning six segment-specific design and construction teams.The project is Chipley, FL 32428-0607 anticipated to be completed during the summer of 2010. [email protected] (863) 292-3368

Appendix B | Project Profiles | B-43 I-4 US 98 to East of CR 557 Design-Build FIRM Lakeland, FL HDR RELEVANCE HDR performed the design and construction engineering and inspection services for this • Design-build 16-mile I-4 Design-Build project. Located in rural Polk County, the project involved widening • Bridge the interstate facility to six lanes from the existing four-lane rural interstate. The work included inside and outside widening, reconstructing an existing interchange, six bridge TEAM PARTICIPANTS widenings, four bridge replacements, 20 interchange ramp terminals and the addition of • N/A auxiliary lanes. Construction was completed in July 2005. OWNER Key Project Elements Florida Department of Transportation • Addition of Auxiliary Lanes • Signing and Pavement Marking Plans STATUS • Traffic Control Completed July 2005 • Signals • Lighting CAPITAL COSTS • Permits $73 million • Surveys SOURCES OF FUNDING • Geotechnical Activities • State • Cost Estimates • Federal • Local Key Comparative Features/Benefits • 16 mile design-build project PROJECT CONTACT • Six bridge widenings and four bridge replacements Larry D. Low, PE • 20 interchange ramp terminals 5426 Bay Center Drive • Construction engineering & inspection services Suite 400 Tampa, FL 33609 [email protected] (813) 282-2300

OWNER CONTACT Dave Richey, PE Florida Department of Transportation – District 1 801 North Broadway Avenue Bartow, FL 33830 [email protected]. fl.us (863) 292-3368

B-44 | Appendix B | Project Profiles FIRM USACE Manzano Bridge Design-Build HDR Albuquerque, NM RELEVANCE • Design-build • Structural reinforced concrete and heavy earthwork

TEAM PARTICIPANTS • N/A

OWNER USACE – Anchorage District

STATUS Completed in 2000

CAPITAL COSTS $5.3 million

SOURCES OF FUNDING • Federal

PROJECT CONTACT The Manzano Bridge over the Tijeras Arroyo on Kirtland Air Force Base in Albuquerque, Lee Frieberg New Mexico, provides the only access to the southern portion of the Base. The existing 2155 Louisiana Blvd NE structure has been de-rated for truck traffic, forcing trucks to use detour roads constructed Albuquerque, NM 87110- in the arroyo on either side of the existing bridge. The upstream detour is an earthen road 5483 along the arroyo bottom, and the downstream detour has two 24-inch corrugated metal [email protected] pipes to accommodate low flows in the arroyo. After major (and occasionally minor) events, (505) 830-5434 the detour roads are washed out or require repair. The bridge no longer serves its intended OWNER CONTACT purpose, causing disruption of the arroyo and limiting traffic access during inclement Adam Triolo weather or high stream flows. USACE – Anchorage In July 1998, HDR’s Albuquerque office (as a subconsultant to Albuquerque Underground District Inc. [AUI]) formed a design-build team to replace the Manzano Bridge for the U.S. Army P.O. Box 6898 Corps of Engineers. The AUI/HDR team was selected by the Corps in August, and received Elmendorf AFB, AK 99506 notice-to-proceed (NTP) in September. [email protected] (505) 242-4848 Following NTP, the team identified several early construction activities to assist AUI in meeting the construction schedule. Working with AUI and the Corps, HDR obtained approval to develop early construction plans for the detour roadway and Area IV drainage improvements. This allowed AUI to start construction earlier. The design was scheduled to be complete in February and construction in November of 1999. The new two-lane bridge spans the Tijeras Arroyo at Pennsylvania Street. The project also included demolition of the existing concrete T-slab bridge, construction of a temporary detour across the Arroyo, design and construction of a new roadway and a box culvert, and channel and erosion protection. This project presented a unique and interesting challenge

Appendix B | Project Profiles | B-45 USACE Manzano Bridge Design-Build (Continued) in that the site is in an old unexploded ordinance area. To avoid any surprise explosions, the Corps cleared the project’s construction limits prior to subsurface explorations and construction. The new bridge is 704 ft. in length with seven spans of 97 – and 103-ft. span lengths. The bridge structure is split into two sub-units consisting of a three-span structure and a four-span structure. Both units are continuous for live load and superimposed dead loads, with an outer span length of 97 feet and an inner span length of 103 feet. Expansion and contraction joints are located at the abutments and between these units. The design of longer spans between piers reduces the number of bridge piers and foundations, which further reduces the new structure’s cost. The superstructure accommodates two 12-ft. traffic lanes, two 6-ft. shoulders with concrete wall barriers on each side, and a 10-ft. pedestrian/bike lane and pedestrian railing for a total width of 50 ft. A precast prestressed concrete bulb tee (BT-63) girder type with a 63-inch cast-in-place concrete deck was selected. Cost effectiveness was achieved by minimizing girder.

B-46 | Appendix B | Project Profiles FIRM SR 464 Design-Build HDR Ocala, FL

RELEVANCE • Design-build • Railroad coordination • Bridges

TEAM PARTICIPANTS • N/A

OWNER FDOT and City of Ocala, FL

STATUS Completed May 2009

CAPITAL COSTS $24.5 million

SOURCES OF FUNDING • State • Local

PROJECT CONTACT Andy Lauzier, PE 315 E. Robinson Street, HDR teamed with Kiewit to provide design-build services to FDOT District Five. The Suite 400 project involved constructing a four-lane, two-way overpass on SR 464 (SW 17th Street) Orlando, FL 32801 over the CSX Transportation railroad and two-lane, two-way service roads on SR 464 to [email protected] provide access to adjacent development. The project extends to the east from west of (407) 420-4200 the intersection of SR 464 with SW 12th Avenue to the west side of the intersection of SR OWNER CONTACT 464 with US 441/US 301/US 27 (Pine Avenue). The project includes a new right-turn lane Ronda Daniell for eastbound SR 464 to southbound US 301/US 441/US 27. Design also involves the (Construction) extension of an elliptical pipe in the vicinity of this right-turn lane. Project improvements 627 N.W. 30th Ave. (MS include new pavement, drainage system improvements, bridge construction, retaining 512) wall construction, a temporary crossing of the CSX railroad (including temporary signal Ocala, FL 34475 control), sidewalk construction, signing and pavement markings, traffic signal removal and [email protected]. installation, sidewalk construction on both SR 464 and the services roads for the full length fl.us of the project, as well as milling and resurfacing. (352) 732-1322 Additionally, the City of Ocala retained HDR to provide design services for the relocation of water and sewer utilities within the existing and proposed right of way of SR464 (SW Suzanne Phillips, PE (Design) 17th Street) from South Pine Avenue to SW 12th Avenue. Services included rerouting 719 South Woodland Blvd. two existing water mains and revisions to the force mains and water mains. The project DeLand, FL 32720 included design and permitting for six, eight and 16-inch water lines as well as eight and Suzanne.phillips@dot. 18-inch force mains, and post design services. state.fl.us (386) 943-5224

Appendix B | Project Profiles | B-47 Windsor Bypass Design-Build FIRM Bertie County, NC HDR RELEVANCE • Design-build • Bridges

TEAM PARTICIPANTS • N/A

OWNER North Carolina Department of Transportation

STATUS Completed June 2008

CAPITAL COSTS $64 million

SOURCES OF FUNDING • State

PROJECT CONTACT Drew Johnson, PE Barnhill Contracting This Design-Build project involves 9.5 miles of rural freeway, of which 6.0 miles is new Company location freeway and 3.5 miles is highway widening around Windsor. The project also P.O. Box 1529 involves six bridges, including a pair of dual, 1,800-ft. long bridges over the Cashie River Tarboro, NC 27886 and wetlands and four grade separations. HDR is also acquiring the 404/401 environmental [email protected] permit documents. (210) 458-5513 HDR is providing highway, structure, traffic control, utility, signing, pavement marking, OWNER CONTACT signal, drainage and erosion control designs, permitting, and construction phase services. Rodger Rochelle, PE North Carolina Department of Transportation P.O. Box 25201 Raleigh, NC 27611 [email protected] (919) 212-3250

B-48 | Appendix B | Project Profiles FIRM SR 202L Design-Build HDR Phoenix, AZ RELEVANCE • Design-build HDR was as a major subconsultant to the Kiewit/Sundt Construction Design-Build Joint • Bridges Venture. This project involves the widening of approximately nine miles of SR 202L in the cities of Phoenix and Tempe, Arizona. HDR was responsible for environmental services, TEAM PARTICIPANTS including NEPA compliance, 404 Permitting and coordination with the US Army Corps of • N/A Engineers, Arizona Fish & Wildlife, Arizona Department of Environmental Quality, and Maricopa County Flood Control District. HDR was also responsible for designing nine of OWNER the 19 new bridge structures, maintenance of traffic (MOT), roadway design and lighting Arizona Department of Transportation design. The structure types include pre-stressed concrete box beam and post-tensioned concrete box girders bridges, several of which require constructing high and lowering into STATUS place to satisfy vertical clearance requirements. Completed December 2009

CAPITAL COSTS $189 million

SOURCES OF FUNDING • State

PROJECT CONTACT Dave French URS Greiner 7720 N 16th St Ste 100 Phoenix, AZ 85020-4493 Dave_French@urscorp. com (602) 371-1100

OWNER CONTACT Steve Beasley, Transportation Engineer Manager 1611 W Jackson St Valley Project Management Phoenix, AZ 85007 [email protected] (602) 712-7645

Appendix B | Project Profiles | B-49 Pennsylvania Turnpike Commission Design- FIRM Build Review HDR Pittsburgh, PA RELEVANCE • Design-build review HDR performed design reviews on behalf of PENNDOT, District 11-0 for replacement for compliance, structures crossing the turnpike main line. Tasks included reviews of plans and constructability, and specifications prepared by the PTCs Design Consultant for the Design-build Contracts as maintainability of the well as review of construction plans prepared by the Design-build team. The documents structures were reviewed for compliance with PENNDOT Design Manual 4 requirements as well as TEAM PARTICIPANTS constructability and maintainability of the structures. • N/A

OWNER Pennsylvania Turnpike Commission

STATUS Completed December 2009

CAPITAL COSTS $64,440 (fee)

SOURCES OF FUNDING • State

PROJECT CONTACT Roger Eaton 11 Stanwix Street Suite 800 Pittsburgh, PA 15222-1357 [email protected] (412) 497-6010

OWNER CONTACT Frank J. Kempf Jr. PE, Chief Engineer Pennsylvania Turnpike Commission Room 300 Admin Bldg 700 S Eisenhower Blvd Middletown, PA 17057 fkemptATpaturnpike.com (717) 939-9551 Ext. 3631

B-50 | Appendix B | Project Profiles FIRM 6.7 Cummins Bridge HDR & Link Controls Calumet, IL RELEVANCE • Vertical lift bridge • Design and construction support • Start up for the electrical system rehabilitation

TEAM PARTICIPANTS • Pete Davis • Herb Protin

OWNER Norfolk Southern Corporation

STATUS Construction complete

CAPITAL COSTS $1.3 million

SOURCES OF FUNDING HDR provided design and construction support services including start up for the electrical • Norfolk Southern system rehabilitation of this Vertical Lift Bridge. PROJECT CONTACT The specific rehabilitation tasks included: Pete Davis • New incoming service feeders 1037 Raymond Blvd. Newark, NJ 07102 • Replacement and upgrade of Aerial Cables [email protected] • Replacement of the existing wound rotor motors (amplistat drive); synchro-tie skew (973) 474-5035 control with Flux Vector Drive System (resolvers utilized for skew correction) • PLC display for bridge operation with relay back up control system OWNER CONTACT • Control system remote operation ready John Day • New drive motors and rehabilitation of Motor and Machinery Brakes P.O. Box 607 • New span control instruments Bellevue, OH 44811 • Prepared Operating and Maintenance Manuals [email protected] • Owner Staff training (419) 344-2324 HDR’s design team and Link Controls worked together to develop the control system design. Link Control subsequently fabricated the electrical panels and new control desk. An obsolete control system was replaced with modern technology. A major element of the project included the replacement of the Aerial cables carrying electrical power and control signals across the channel between the towers. HDR provided start up services.

Appendix B | Project Profiles | B-51 Memorial and Sarah Mildred Long Bridges FIRM Portsmouth, NH HDR RELEVANCE • Vertical lift bridge • NBIS inspection • Load rating • Emergency structural repairs • Bridge construction cost estimating

TEAM PARTICIPANTS • Pete Davis • Matt McGuire

OWNER New Hampshire DOT

STATUS In progress

CAPITAL COSTS HDR performed NBIS inspection, load rating, emergency structural repairs, bridge N/A construction cost estimating and TIGER Grant Application preparation. SOURCES OF FUNDING The Memorial Bridge has come to the end of its’ useful life and requires substantial • State rehabilitation. The Sarah Mildred long bridge is also nearing the end of its’ useful life. PROJECT CONTACT HDR performed in-departmenth structural, mechanical and electrical inspections of both John Day structures and provided reports indicating deficiencies, recommendations and construction/ P.O. Box 607 rehabilitation costs. Bellevue, OH 44811 Based upon the inspection data, HDR performed load ratings of the moveable as well as [email protected] the approach spans. These load ratings became the basis for emergency repair performed (419) 344-2324 on Memorial such that highway traffic could be maintained. OWNER CONTACT HDR performed construction cost estimates for the replacement of both structures, Mark Richardson rehabilitation options and supported the department in determining the most appropriate P.O. Box 483 means to replace/rehabilitate the structures. These cost estimates utilized life cycle costs. Concord, NH 03302 Included within the analysis were the operating and maintenance as well the structural [email protected]. nh.us rehabilitation costs. This effort is in conjunction (603) 271-2731 with a transportation needs assessment being performed by the State of Maine. HDR worked with NHDOT to prepare a Tiger Grant application for the replacement of the Memorial Bridge. HDR is currently working with the client to determine the most appropriate funding source and delivery method for these projects.

B-52 | Appendix B | Project Profiles FIRM WSDOT Springbrook Creek Wetland and HDR Habitat Mitigation Bank RELEVANCE Renton, WA • Environmental mitigation • Sustainable design • Stakeholder involvement • Trail design

TEAM PARTICIPANTS • Ron Ohlsen

OWNER City of Renton, WA & WSDOT

STATUS Construction completed in May 2009

CAPITAL COSTS $16.6 million

SOURCES OF FUNDING • State • Local WSDOT and the City of Renton along with HDR worked together for several years to PROJECT CONTACT establish the Springbrook Creek Wetland and Habitat Mitigation Bank (Springbrook Beth Peterson Bank). Construction began in 2006 and was completed in 2009, with planning and design 500 108th Ave. NE beginning years earlier. The project grew from a comprehensive mitigation site selection Suite 1200 process for the more than 30 – mile I-405 Corridor. The Springbrook Bank now provides Beth.Peterson@hdrinc. needed improvements to the dwindling natural environment including habitat restoration com and enhancement, increased flood protection, wetland protection and a trail connection with (425) 450-6286 a related educational component. OWNER CONTACT HDR led the Early Environmental Investments (EEI) process from concept to development Allison Hanson of mitigation sites. This included the development of the site selection process and 999 3rd Avenue mitigation design for the mitigation bank and assisting WSDOT and the I-405 Project Team Suite 2424 with the resource agency coordination and permitting. HDR then led the Conceptual, Draft (Mail stop NB82-230) and Final design efforts for the project, including the Plans, Specifications and Engineers Seattle, WA 98104 Cost Estimate. HANSONA@wsdot. wa.gov The urban nature of the selected Springbrook Bank provided significant challenges to (206) 382-5279 designers once it had been selected. Challenges included the fact that the site was overrun by non-native invasive species of plants, urban stormwater runoff was a major component of the water supply that would support new wetland creation or enhancement, the project lies within an area prone to flooding and controlled by a drainage district, and utilities and ownership conflicts were commonplace. The team used modern techniques to remove the invasive species and establish native woody vegetation, which will continue to be managed in a system that is a continuous source of invasive species.

Appendix B | Project Profiles | B-53 WSDOT Springbrook Creek Wetland and Habitat Mitigation Bank (Continued)

There were not only design challenges, but there was significant stakeholder involvement that required heavy coordination and collaboration. The HDR team tackled each of these challenges collaboratively with the agency reviewers and drainage district managers. Mitigation banking is not a brand new concept, but urban banking is, and the Banking Program in Washington was still in its pilot stage at the time of project initiation. The Springbrook Bank is the first mitigation bank permitted in Washington State that is 1) in an urban area, 2) with non-contiguous parcels (five units), 3) with a state and local partnership agreement. These factors required innovative approaches to design, negotiation, approval processes and agreements for all of the agencies involved. The Springbrook Bank has generated a lot of public interest and allowed the owners and project partners to educate the community on mitigation. In addition, the project showcases a breakthrough in the approach to mitigation in an urban area by creating a large mitigation site, shared by two agencies, which will in turn share the credits generated. The service area of the bank spans two watersheds, a very uncommon situation in mitigation, therefore benefiting a large geographic area that has many needs and many deficiencies in the wetlands and habitat that were historically there. This project is an example of successful urban mitigation in a developed area, using an innovative approach to mitigation, and by not only contributing to the environment, but also developing a showcase project by WSDOT and the City for the residents to see. The Springbrook Bank has generated a lot of public interest and allowed the owners and project partners to educate the community on mitigation. This high profile, successful project, reflects positively on the engineering profession and paves the way for more innovative approaches to mitigation projects in the future.

B-54 | Appendix B | Project Profiles FIRM WSDOT I-405 – I-5 to SR 169 Stage 1 Kleinfelder Design-Build Relevance Renton, WA • Design-build • Construction Quality Management for WSDOT • Bridge construction

TEAM PARTICIPANTS • Jeremy Mason • Dan Berta • Brad Kochanski • Anthony Stirbys

OWNER WSDOT

STATUS Construction completed in 2010

CAPITAL COSTS $91 million

SOURCES OF FUNDING Throughout the State of Washington several key areas are a major concern for daily • State commuters. One of the most congested freeways in the Puget Sound Region is the Interstate 405 corridor following the east side of Lake Washington. The Washington State PROJECT CONTACT Department of Transportation (WSDOT) has set up a program called the “Interstate 405 Daniel Berta Congestion Relief and Bus Rapid Transit Projects” to implement plans and projects to 14710 NE 87th St, #100 relieve congestion and improve safety. This plan includes more than 150 projects along the Redmond, WA 98052 freeway’s 30-mile length between Tukwila and Lynnwood, WA. [email protected] (425) 636-7900 In WSDOT’s 2009 Congestion Report, the morning commute from Tukwila to Bellevue was, on average, 41 minutes long to travel the approximate 10 miles, two and a half OWNER CONTACT times greater than for drivers using the same route during non-peak hours, making it the Jim Gleig, PE worst route in the state. This project is the first in a series of projects designed to increase PO Box 3686, 350 capacity and safety by reducing the congestion in this area between I-5 and SR 167 by th 106 Ave NE adding one Northbound and one Southbound lane to I-405 between I-5 and SR 167, one Bellevue, WA 98009 Southbound lane on SR 167 between I-405 and SW 41st Street, and extend Southbound [email protected] SR 167 HOV (High Occupancy Vehicle) lane from I-405 with implementation of the states (425) 455-2570 first HOT (High Occupancy Toll) lane. Kleinfelder has partnered with the chosen design-build team to provide the CQA management program oversight project. The project includes new northbound and southbound lanes along I-405 between I-5 and SR 167 and a new southbound lane along SR 167 between I-405 and SE 180th Street. The lane additions results in the need for bridge widening, a new bridge over Oaksdale Avenue, nineteen new retaining walls and

associated embankments, and five new ponds and eleven ecology embankments.

Appendix B | Project Profiles | B-55 WSDOT I-405 – I-5 to SR 169 Stage 1 Design-Build (Continued)

Services currently include: AWARDS/ • Quality Management Services including revision of the Quality Management Plan COMMENDATIONS (QMP), authoring the final accepted version of the QMP, conducting quality task force “It was expected, on a meetings, and review of all submittals for conformance to the QMP. project of this size to • Drilled shafts – Observation of drilling methods, soils removed, and departmenth of encounter obstacles… shaft for conformance to geotechnical specifications The Kleinfelder QA team • Soil nails – Observation of placement during construction …, met and exceeded the • Timber pile – Observation and inspection during placement of timber piles for daily challenges effectively stabilization of soft soil conditions to ensure the project met • Concrete and grout – Testing and acceptance of concrete and grouted construction the quality goals and during placement activities and laboratory strength testing of cylinders in accordance values.” James S. Gleig, with WSDOT procedures and test methods Project Manager, Tri-State • Reinforcing steel – Inspection and observation during placement of reinforcement and acceptance of rebar and PT tendon placement and stressing during all concrete construction prior to placement of concrete • Structural steel and welds – Visual Inspection and Non Destructive testing of welds and bolted connections and acceptance testing of items used in these elements • MSE and sound walls – Inspection of work at the fabrication plants and review of QC procedures used during construction. Acceptance of prefabricated items prior to shipment and use in the project and observation of placement of pigment seals. • Soil and structural fill – Inspection of soils and earthwork construction including pressure testing of utilities constructed on the project. Laboratory testing of all soils used in construction for conformance to the specifications. • Asphalt pavement – Inspection of Asphalt Concrete construction including batch plant inspections. WSDOT is performing all laboratory acceptance and testing on asphalt pavement for this project. • Electrical and video components – Inspection of electrical work including sign bridge components during construction. The electrical inspection team was also responsible for verifying coating thicknesses on steel construction.

B-56 | Appendix B | Project Profiles WSDOT I-5 Everett QA/QC Design-Build FIRM Kleinfelder Everett, WA

RELEVANCE • Design-build quality assurance • Design-build inspection

TEAM PARTICIPANTS • Jeff Revard • Erik Hansen

OWNER WSDOT

STATUS Construction completed Kleinfelder served as the Construction Quality Assurance (CQA) consultant for a 12 June 2008 lineal mile HOV lane expansion and highway widening of Interstate 5 through Everett, CAPITAL COSTS Washington. The project included two new bridge structures including a new flyover exit $220 million ramp at the Broadway Interchange and an additional 27 bridges widened as part of the expansion. SOURCES OF FUNDING • State Gas Tax In the CQA role, Kleinfelder acted as WSDOT’s quality assurance testing and inspection • City of Everett team, performed inspection and testing of all construction activities normally performed by WSDOT. As CQA, the Kleinfelder team was responsible for material acceptance, PROJECT CONTACT inspection, issuance of non-conformance and resolution notices, and stop work orders. Jeremy Mason, PE 14710 NE 87th St, #100 Kleinfelder’s responsibilities included authoring the CQA components of the Quality Redmond, WA 98052 Management Plan; leading quality committee meetings in conjunction with WSDOT, [email protected] Atkinson Construction and subcontractors, and project design personnel. (425) 636-7900 State-of-the-art reporting of all field activities included the use of tablet PC’s and 100 OWNER CONTACT percent electronic reporting. Wireless connectivity was established on-site to allow Patricia Michaud technicians to upload reports and review previous submittals, plans and specifications to 9025 El Capitan Way, coordinate the rapid changes involved in design-build construction. Everett, WA 98208 On-site inspections included: [email protected] (425) 225-8760 • Drilled shafts • Soil nails Commendations • Concrete and grout WSDOT gave Kleinfelder • Reinforcing steel 19 out of 19, a perfect • Structural steel and welds audit score card for QA • MSE and sound walls services. • Soil and structural fill • Asphalt pavement • Traffic items including signage and safety items • Electrical and video components • Offsite fabrication inspection and material acceptance includes structural steel, pre- cast concrete, and signage. The project is valued at approximately $220 million and completed in 2008.

Appendix B | Project Profiles | B-57 I-5 Willamette River Bridge FIRM Eugene, OR Kleinfelder RELEVANCE • Design of new bridge over waterway once decommissioned • Seismic evaluation • Provided environmental remediation, lead paint, asbestos abatement services

TEAM PARTICIPANTS • N/A

OWNER ODOT

STATUS In progress

CAPITAL COSTS The I-5 Willamette River Bridge Project replaces the recently demolished Willamette River $187 million Bridge (WRB) on Interstate 5 (I-5) over the Willamette River and the decommissioned SOURCES OF FUNDING Patterson Slough Bridge near Eugene, Oregon. This project will replace the existing 19- • State span decommissioned WRB which is constructed of cast-in-place box beams, cast-in-place • Federal (SAFETEA-LU) T-beams, steel I-girders, and precast concrete I-beams. The decommissioned WRB will be replaced with two parallel, 390-ft. span deck-arch bridges. The new main span will be an PROJECT CONTACT aesthetically designed two-span deck arch bridge, supported by eight-foot diameter drilled Arlan Rippe shaft foundations for high lateral and vertical loads. The proposed new bridges will be 9200 SW Nimbus Avenue designed to carry up to six lanes of traffic to accommodate future traffic needs.This project Suite A Beaverton, OR 97008 also included pavement rehabilitation and reconstruction design. [email protected] Our field explorations included drilling a total of 89 borings, several of which were drilled (503) 644-9447 through the bridge decks to explore subsurface conditions beneath the Willamette River. This exploration program included permitting and coordination with staff from ODOT, OBDP, OWNER CONTACT Dick Upton U.S. Army Corps of Engineers, Oregon Department of Fish and Wildlife, Lane County and 455 Airport Road the cities of Eugene and Springfield. Building B Kleinfelder’s geotechnical and pavement design services provided solutions to many Salem, OR 97301 complex design challenges. Many of the challenges were caused by the highly [email protected]. variable siltstone bedrock which at many locations was fractured and/or very soft. or.us Recommendations and geotechnical design services were provided for the following items: (503) 986-3477 • Geologic mapping of basalt flows within the siltstone bedrock • Seismic hazard and ground motion parameter evaluation • Rock core strength testing using point load, rock compression testing, triaxial rock compression, and three-point residual direct shear rock and rock scour analysis screening

B-58 | Appendix B | Project Profiles WSDOT I-5 Willamette River Bridge (Continued)

• Rock mass strength evaluations using RMR and GSI indexes AWARDS/ • Lateral load evaluations for load and installation schedule combinations of four-, five-, COMMENDATIONS seven-, and eight-ft. diameter drilled shafts using DFSAP for both individual shafts and “My experience shaft groups for correlation with GTSTRUDL structural analysis program with Kleinfelder, • Earthwork and constructability recommendations as Geotechnical/ environmental consultant • Drainage recommendations, soil parameters, and global stability evaluations for MSE on our last two large walls ODOT projects (I-205 • Infiltration testing and evaluation, including groundwater inflow estimates for hillside widening & Sunrise ponds corridor), has shown their • Lateral earth pressures, lateral pile input parameters for LPILE and DFSAP, drainage responsiveness to tight recommendations, and global stability evaluations for soldier pile retaining walls timelines and providing the • Pavement design for 260 million ESAL loadings on I-5 using AASTHO design and engineering services/data mechanistic (M-E PDG) for pavement rehabilitation and reconstruction of existing and we needed.” new CRCP and HMAC pavements – Mark Johnson, ODOT • Axial load analysis of drilled shafts and piling using DFSAP, LPILE SHAFT, DRIVEN, GRL WEAP and other custom Kleinfelder spreadsheet “Kleinfelder’s professional Our ongoing services include coordination with the design and CM/GC team, writing special staff always look for provisions, reviewing plans and reviewing contractor submittals and work plans. innovative solutions in their engineering approaches that result in cost savings to their Clients.” – Rich Hanna, Oregon Bridge Delivery Partners

Appendix B | Project Profiles | B-59 WSDOT SR 532 Design-Build FIRM Stanwood/Camano Island, WA PRR RELEVANCE • Design-build • Public involvement

TEAM PARTICIPANTS • Lynsey Gilchrist

OWNER WSDOT

STATUS Under construction

CAPITAL COSTS $82 million

SOURCES OF FUNDING • State • Local

PROJECT CONTACT Lynsey Gilchrist 1109 First Avenue, Suite 300, Seattle, WA 98101 [email protected]. (206) 623-0735

OWNER CONTACT Dave Chesson 9025 El Capitan Way Everett, WA 98208 [email protected] PRR is providing construction communications on behalf of the Parsons/Kuney Joint (360) 757-5970 Venture team for this $82 million design-build roadway project. Project improvements include replacing the only bridge connecting Camano Island to the main land, building new truck-climbing lanes, turn lanes and bus stops, and placing new pavement, sidewalks and curbs in downtown Stanwood. PRR staff are co-located at the project site and work closely with WSDOT in outreach to the Stanwood and Camano Island communities. PRR oversees the 24-hour hotline, identifies issues and facilitates resolutions, develops public involvement plans, updates the project website, develops project information materials, writes press releases and provides traffic updates, corresponds with the community, notifies stakeholders about construction impacts, manages open house events, provides on-site communications work (photos, video and coordination with field staff) and manages support staff.

B-60 | Appendix B | Project Profiles FIRM WSDOT Active Traffic Management System PRR Design-Build RELEVANCE Puget Sound Region, WA • Design-build • Public involvement

TEAM PARTICIPANTS • Lynsey Gilchrist

OWNER Washington State Department of Transportation

STATUS Under construction

CAPITAL COSTS $35 million

SOURCES OF FUNDING • State • Federal • Local PRR is providing construction communications on behalf of the Elcon team for this design- build project. WSDOT and its contractor, Elcon Corporation, are working to improve safety PROJECT CONTACT and provide congestion relief in the central Puget Sound area by implementing a new traffic Lynsey Gilchrist management technology known as Active Traffic Management. Elcon is responsible for 1109 First Avenue, designing, manufacturing and installing electronic signs over each lane of traffic at multiple Suite 300, Seattle, WA locations on I-5, SR 520 and I-90. These high-tech overhead signs will display variable 98101 speed limits, lane status and real-time traffic information so drivers know what’s happening [email protected]. ahead. (206) 623-0735 In addition to website management, citizen correspondence and contact management, OWNER CONTACT newsletters and community outreach, the project includes a co-located team that worked Patricia Michaud closely with WSDOT to develop an aggressive public education campaign for an extensive 401 2nd Ave. S. and complicated project and provide communication in case of emergency. The education Seattle, WA 98104 campaign included outreach to drivers across the state, and specifically in municipalities [email protected] along three major transportation corridors: I-5, I-90 and SR 520. Part of this campaign (206) 716-1133 included outreach to area high schools and student newspapers, driver’s education classes and community groups. PRR also worked with the project team and WSDOT to help coordinate logistics for the project’s kick-off event with Secretary of Transportation Paula Hammond. PRR staff oversees the 24-hour hotline, updates the project website, develops project information materials, writes press releases, corresponds with the community, coordinates media events, notifies stakeholders about construction impacts, identifies issues and develops outreach plans, organizes the speakers bureau, provides on-site communications work (photos, video and coordination with field staff), and coordinates market research, when necessary.

Appendix B | Project Profiles | B-61 WSDOT I-405 Corridor Program Design-Build FIRM Puget Sound Region, WA PRR

TEAM PARTICIPANTS • Lynsey Gilchrist

OWNER WSDOT

STATUS Under construction

CAPITAL COSTS Multiple projects

SOURCES OF FUNDING • State • Federal • Local

PROJECT CONTACT Lynsey Gilchrist 1109 First Avenue, Suite 300, Seattle, WA PRR manages the communications and public outreach for the Washington State 98101 Department of Transportation (WSDOT) on the Interstate 405 Congestion Relief and Bus [email protected]. Rapid Transit Projects, incorporating three highway improvement projects in Kirkland, (206) 623-0735 Bellevue and Renton, Washington. OWNER CONTACT PRR lays the foundation for solutions on I-405 by working with WSDOT to build Denise A. Cieri, PE interjurisdictional and community consensus on a landmark regional agreement on a 600 108th Ave NE Master Plan for the I-405 Corridor. The subsequent strong public and political support led to Ste 405 $1.5 billion in new funds adopted through two major legislative actions and one major public Bellevue, WA 98004 vote. Today, the I-405 Congestion Relief and Bus Rapid Transit Projects are delivering [email protected] ahead of time and under budget on a range of multi-modal transportation investments. (425) 456-8509 Communications for each I-405 improvement project involves supporting the NEPA/SEPA Environmental Assessment (EA) process; coordinating Executive, Steering and Citizen Advisory Committees; engaging neighborhood and community participation; environmental justice outreach; corridor-wide context sensitive solutions (CSS); transportation demand management (TDM) planning; managed lanes (HOT lanes) research and planning; media relations; legislative affairs; meeting facilitation; public and environmental event management including hearings; and close communications coordination for adjoining projects throughout the corridor. The I-405 improvement projects are being constructed using a design-build (D-B) contracting approach, and PRR is integrated with WSDOT’s communications personnel in managing the contractor’s outreach throughout the D-B phase. The foundation built with PRR’s leadership has raised public understanding and support for a complex sequence of multi-modal investments on I-405. Because of the I-405 Corridor Master Plan, I-405 has been well-positioned to receive funding and ready to

B-62 | Appendix B | Project Profiles WSDOT I-405 Corridor Program Design-Build (Continued)

construct projects on an accelerated schedule. PRR continues to maintain a high level of communications continuity among scores of individual construction projects, assuring that, on a day-to-day basis, public needs are addressed and the public continues its high level of involvement on project design and planning.

Appendix B | Project Profiles | B-63 South Spokane Street Viaduct Widening FIRM Seattle, WA PRR RELEVANCE • Design-build • Public involvement

TEAM PARTICIPANTS • Lynsey Gilchrist

OWNER Seattle DOT

STATUS Under construction

CAPITAL COSTS PRR staff serves as Community Communications Officer on behalf of PCL Construction $168 million for this $168 million project to widen the elevated Spokane Street Viaduct and improve access, traffic flow and safety between I-5, the SODO area, and West Seattle. PRR SOURCES OF FUNDING integrated with both the SDOT staff, and the contractor (PCL) at the start of the project to • Local quickly learn the issues, key staff and construction schedule. Next, we assessed the key PROJECT CONTACT stakeholders, upcoming construction impacts and subsequent need for public outreach Lynsey Gilchrist and communications. Within 30 days, we submitted the draft Public Involvement Plan to 1109 First Avenue, SDOT including: a project understanding, construction schedule with major milestones; Suite 300, Seattle, WA key project team contacts; a stakeholder assessment; communications objectives; 98101 potential project issues/risks and mitigation plans; key messages; outreach to non-English [email protected]. speaking communities; outreach tools and schedule; and communications team roles and (206) 623-0735 responsibilities. OWNER CONTACT PRR’s responsibilities include interacting with businesses and the community about LeAnne Nelson construction-related issues; developing public involvement plans surrounding major PO Box 34996 construction impacts and milestones; responding to calls on the 24-hour hotline; facilitating Seattle, WA 98124 communications between contractor and SDOT; documenting public correspondence; leanne.nelson@seattle. writing informational pieces including website updates, mailers, social media notifications, gov and press releases; ongoing communication with stakeholders regarding construction (206) 684-3897 schedules; and engaging with other SODO area construction projects. Because this project takes place in an area of Seattle dense with businesses and traffic, a large portion of this outreach involves responding to issues that arrive as a result of day-to-day construction activities, often after or before normal business hours. The PRR team is available to answer calls, coordinate with PCL’s field personnel and resolve issues as they arise. PRR developed an outreach database with which the team proactively contacts local businesses, transportation groups and blogs in case of emergencies like waterline or utility shut-offs.

B-64 | Appendix B | Project Profiles FIRM MetroParks Tacoma District Headquarters Hough Beck & Baird Sustainable Landscape Master Plan RELEVANCE Tacoma, WA • City of Tacoma • Sustainability • Urban planning

TEAM PARTICIPANTS • Juliet Vong

OWNER MetroParks Tacoma

STATUS Completed 2003

CAPITAL COSTS Planning

SOURCES OF FUNDING • Local

PROJECT CONTACT Juliet Vong 215 Westlake Avenue North, Seattle, WA 98109 HBB led the design team and advisory committee in preparing a design report and [email protected] master plan for the redevelopment of the existing landscape surrounding the MetroParks (206) 682-3051 District Headquarters Building. Balancing financial cost and environmental benefits, the design report provided general direction in design, management and maintenance OWNER CONTACT of a demonstration landscape with a focus on sustainable development. Site analysis, Lois M. Stark, Planner conceptual sketches, and schematic drawings were provided for discussion purposes with 4702 South 19th Street the advisory committee and for the final design report. Tacoma, WA 98405 [email protected] The entire site was considered a “demonstration garden” for both public and private (253) 305-1077 improvements. The master plan included use of resource-efficient and low-maintenance design elements. Various planting zones provided a cross-section of on-site ecosystem types and provided seasonal interest – each zone blending into the next in a living demonstration of habitat succession. A variety of spatial experiences were provided from small-scale, intimate spaces to large-scale, expansive spaces. Additional elements included interpretive exhibits for public education, environmental art and spaces for programmed events and social gatherings. With pedestrian linkages to the local community and regional trail systems, the master plan creates a destination for wildlife observation, public education and special events.

Appendix B | Project Profiles | B-65 WSDOT I-405 Stage 1 Design-Build FIRM Kirkland, WA Hough Beck & Baird RELEVANCE • Design-build • Urban planning • Landscape architecture

TEAM PARTICIPANTS • Juliet Vong

OWNER WSDOT

The I-405 Kirkland – Stage One design-build project included a combination of native STATUS restoration/wetland mitigation plantings, noise walls, retaining walls and raised planter Completed 2007 walls. The landscape design for the restoration plantings included a mixture of native trees and shrubs. The wetland mitigation and stream restoration planting design was coordinated CAPITAL COSTS with the wetland biologist. The walls and planters located near interchange areas included $1.3 million artist enhanced, high-visibility form liners to create visual interest at these interchange (landscape estimate) locations. SOURCES OF FUNDING HBB coordinated the landscape and enhancement design with a special “Context Sensitive • State Solution” design team and the Kirkland Advisory Committee to ensure that the community’s • Federal aesthetic and landscape goals were realized. Landscape plantings, community art and wall PROJECT CONTACT treatments were coordinated to create a landmark interchange for the City of Kirkland. Juliet Vong This project also included a pedestrian underpass at 116th Street. The eight-foot wide 215 Westlake Avenue underpass walkway was enhanced with low-level pedestrian lighting, textured concrete North, Seattle, WA 98109 walks and surface mounted community art. Special landscape improvements were provided [email protected] adjacent to the walkway and within the interchange raised planters. (206) 682-3051

OWNER CONTACT Brian Nielson I-405 Construction Mgr. WSDOT 600 NE 108th Ave.#405 Bellevue, WA 98004 [email protected] (425) 456-8500

B-66 | Appendix B | Project Profiles FIRM WSDOT SR 519 Intermodal Access Phase 2 Hough Beck & Baird Design-Build RELEVANCE Seattle, WA • Design-build • Urban planning • Landscape architecture

TEAM PARTICIPANTS • Juliet Vong

OWNER WSDOT

STATUS Completed 2010

CAPITAL COSTS Not Available

SOURCES OF FUNDING • Local • State • Federal HBB was part of the design-build team selected by WSDOT to construct the SR519 PROJECT CONTACT Intermodal Access Improvements Project located adjacent to Safeco Field and the Qwest Juliet Vong Field Event Center in Seattle, Washington. HBB provided urban design, planting and 215 Westlake Avenue North, Seattle, WA 98109 irrigation design services. The project includes an overpass along Royal Brougham Way to [email protected] separate car, freight, and pedestrian traffic from railway traffic in order to improve overall (206) 682-3051 circulation and safety in the area and provide initial groundwork for the future replacement of the Alaskan Way Viaduct. Incorporated into the overpass design are two new pedestrian OWNER CONTACT plazas. The plazas provide a place for people to David Sowers gather before and after events. Project Engineer HBB worked extensively with community WSDOT stakeholders including WSDOT, the City of Seattle 5720 Capital Blvd. and the Mariners. HBB’s design services included Tumwater, WA 98504 presentations to the Seattle Design Commission, [email protected] design development and construction documents as (206) 802-3969 well as development of custom urban design features.

Appendix B | Project Profiles | B-67

Murray Morgan Bridge Rehabilitation Design Build Project SOQ Submittal Form 4 - Participating Entities - Individual Description (Complete SOQ Submittal Form 4 for each Participating Entity)

Entity Name:

Type of Entity:

Address:

Names of partners, officers and

Stockholders who own 10 percent

Or more of the shares:

Form of Business (Corporation,

Partnership, Joint Venture, Other):

State formed in (or to be formed in): Murray Morgan Bridge Rehabilitation May 5, 2010 Design-Build Project Attachment C Request for Qualifications Page 1 of 2 PW 10-0128F Contact Person(s):

Voice Telephone Number:

Fax Telephone Number: e-Mail Address:

Role(s) (e.g., Company, Guarantor):

Attach a brief summary of the services and responsibilities of each Participating Entity, limited to one page or less in length for each entity.

Murray Morgan Bridge Rehabilitation May 5,2010 Design-Build Project Attachment C Request for Qualifications Page 2 of 2 PW 10-0128F Murray Morgan Bridge Rehabilitation Design Build Project SOQ Submittal Form 4 - Participating Entities - Individual Description (Complete SOQ Submittal Form 4 for each Participating Entity)

Entity Name:

Type of Entity:

Address:

Names of partners, officers and

Stockholders who own 10 percent

Or more of the shares:

Form of Business (Corporation,

Partnership, Joint Venture, Other):

State formed in (or to be formed in): Murray Morgan Bridge Rehabilitation May 5, 2010 Design-Build Project Attachment C Request for Qualifications Page 1 of 2 PW 10-0128F Contact Person(s):

Voice Telephone Number:

Fax Telephone Number: e-Mail Address:

Role(s) (e.g., Company, Guarantor):

Attach a brief summary of the services and responsibilities of each Participating Entity, limited to one page or less in length for each entity.

Murray Morgan Bridge Rehabilitation May 5,2010 Design-Build Project Attachment C Request for Qualifications Page 2 of 2 PW 10-0128F

Since 1961, Kleinfelder, an employee-owned firm, is a leading provider of professional consulting services and has 65 offices across the United States. Kleinfelder has a unique knowledge set and local expertise for transportation projects. We bring the understanding of environmental, geotechnical and structural seismic design, materials testing services, and construction quality assurance management for heavy civil engineering projects in difficult locations, such as those for bridges and major transportation structures. Kleinfelder will be responsible primarily for construction quality assurance but my provide any service mentioned above at any time during this rehabilitation project.

We continuously strive to add value by delivering practical solutions for our clients. We are able to draw on the expertise of over 150 staff in the Pacific Northwest, and our diverse staff of more than 2,000 nation wide provides an even wider range of technical resources and experience on which we can draw to serve our clients’ project requirements. With more than 45 years of experience as a firm, Kleinfelder has the proven capacity to simultaneously manage both small and large projects effectively, and staff multiple operations and contracts while adhering to strict quality, budget, and schedule requirements.

Murray Morgan Bridge Rehabilitation - HDR PRR, Inc.

Other: Public Involvement

1109 1st Ave #300

Seattle, WA 98101

Rita Brogan, CEO

S-Corporation

Washington Colleen Gants

206.465.2311

206.623.0781 [email protected]

SubconsultantOther: Public toInvolvement Granite

Subconsultant to HDR

Firm Profi le

Firm Since 1990, Hough Beck & Baird Inc. (HBB) has provided landscape architecture, planning, and urban design Description services to governmental agencies, architects, and engineering fi rms throughout Washington, Oregon, Idaho, Montana, and Alaska. From planning through design and construction, our work successfully incorporates community character, recreation, public safety, long-term maintenance, low impact development features, and sustainable design principles, resulting in award-winning projects. Our principals and staff work closely with each client to address their specifi c project needs. We have a personal commitment to creating a sense of place and community within our projects by nurturing great ideas and encouraging creative exploration of project challenges during the planning and design process. We believe in providing opportunities for the enjoyment of our regional landscape, while fostering a greater appreciation and understanding of our natural and built environments.

Services HBB’s practice focuses on landscape architecture, planning, and urban design projects. Our landscape architectural and urban design services include: site analysis, low impact development, sustainable design, presentation graphics, project design, construction documents, cost estimating, and construction administration. Our planning services include: master planning, zoning and ordinance compliance, permit assistance, non-motorized plans, comprehensive planning, outreach programs, grant assistance, site feasibility studies, and design guidelines.

Management During the past nineteen years, we have established relationships with our clients built on trust and a Approach combination of creativity, fl exibility, and practical expertise. Looking beyond the status quo, our approach to project management delivers more value and attains the high level of satisfaction that our clients expect. We take the time to discover our clients’ goals and objectives, as well as apply our specialized industry knowledge to help them achieve success. In addition, our approach to management ensures that knowledgeable personnel are consistently available to assist with project development.

Awards Our strong commitment to creativity, communication, and innovative design has resulted in more than twenty planning and design awards. Our work has consistently met with client satisfaction, timely delivery, and attention to quality, resulting in the highest level of praise; namely, the number of clients who repeatedly request our services.

WBE Certifi cation HBB is a certifi ed Women’s Business Enterprises (WBE) fi rm with the State of Washington.

Hough Beck & Baird Inc. 206.682.3051 phone www.hbbseattle.com Seattle Boise

Murray Morgan Bridge Rehabilitation Design Build Project SOQ Submittal Form 4 - Participating Entities - Individual Description (Complete SOQ Submittal Form 4 for each Participating Entity)

Entity Name:

Type of Entity:

Address:

Names of partners, officers and

Stockholders who own 10 percent

Or more of the shares:

Form of Business (Corporation,

Partnership, Joint Venture, Other):

State formed in (or to be formed in): Murray Morgan Bridge Rehabilitation May 5, 2010 Design-Build Project Attachment C Request for Qualifications Page 1 of 2 PW 10-0128F Contact Person(s):

Voice Telephone Number:

Fax Telephone Number: e-Mail Address:

Role(s) (e.g., Company, Guarantor):

Attach a brief summary of the services and responsibilities of each Participating Entity, limited to one page or less in length for each entity.

Murray Morgan Bridge Rehabilitation May 5,2010 Design-Build Project Attachment C Request for Qualifications Page 2 of 2 PW 10-0128F