PRELIMINARY ENGINEERING, PREPARATION OF CONSTRUCTION PLANS (PRE-QUALIFICATION FOR TRANSPORTATION ALTERNATIVES SERVICES) OKLAHOMA DEPARTMENT OF TRANSPORTATION

SOLICITATION OF INTEREST EC-1931 | JULY 21, 2017

STATEMENT OF QUALIFICATIONS EC-1931

TABLE OF CONTENTS

1. Letter of Interest 2. Firm Capabilities and Qualifications 3. Resources 4. Table of Organization 5. Experience with Department Procedures 6. Quality of Service 7. Ability to Perform Work 8. Professional References 9. Capacity 10. Supporting Documentation A. DBE Statement and Certificate B. CAP 255 Form

ODOT | Pre-Qualification for Transportation Alternatives Services July 21, 2017 Transportation Online Professional Services Oklahoma Department of Transportation 200 N.E. 21st Street Oklahoma City, OK 73105‐3204 Attn: Rosana Toney

Selection Committee Members: As former City Engineer for El Reno, I understand the importance of State and Federal assistance for the Transportation Alternative Programs. Many of the smaller communities around Oklahoma require this assistance in order to provide a higher quality of life to their citizens. Efficient planning, design and use of funds to the greatest possible effect is of the utmost importance. Aguirre & Fields, LP has experience with transportation alternatives projects, such as the San Gabriel Hike/Bike Trail Extension in the City of Georgetown, and the Tiger Project #1, White Oak Path: Albonson Road to Antoine Drive Link in the City of Houston, as well as the writing of grant proposals for a Small City Grant Proposals project for the City of El Reno. Our team understands the process needed to successfully complete these projects. In response to your Solicitation of Interest released on July 7, 2017, Aguirre & Fields, LP is interested in being considered for Engineering Contract EC‐1931, the Preliminary Engineering and Preparation of Construction Plans, Pre‐Qualification for Transportation Alternatives Services. Our outstanding Oklahoma staff has a combined 56 years of design experience; 29 of those years being internal experience at ODOT, as each of us worked for the Department at different times in our careers and in a variety of positions, including co‐op trainees, squad supervisors, CADD specialists, and bridge design engineers. Our staff has the expertise, and we use the innovative tools such as OpenRoads and OpenBridge, to address highly technical engineering solutions, however, we have the practical mindedness to know when it is prudent to not “re‐invent the wheel.” We are eager to put our knowledge and sensibility to work for you! We look forward to collaborating with ODOT to ensure the success and safety of projects benefiting these communities. As Project Manager for these projects, I certify that all information presented in this response is accurate and true.

Should you need any additional information while reviewing our qualifications, do not hesitate to contact me at (405) 703‐2859.

Sincerely,

Robert Rose, P.E. Project Manager

ODOT | Pre-Qualification for Transportation Alternatives Services STATEMENT OF QUALIFICATIONS EC-1931

FIRM CAPABILITIES AND QUALIFICATIONS

AGUIRRE & FIELDS, LP was established in 1999 by Oscar Aguirre, P.E. and Richard Fields, P.E. with the vision of “raising the bar” in structural and transportation engineering. Because of this vision, Aguirre & Fields now has a thriving office in Oklahoma City, in the heart of Bricktown, as well as three (3) other offices located in Austin, Fort Worth and Houston, TX. Our team has grown from three (3) employees to a staff of 101. These staff members are well experienced in transportation, structural and construction phase services throughout Oklahoma and Texas.

Aguirre & Fields has the technical expertise and relevant project experience to serve the Oklahoma Department of Transportation (ODOT or Department) on Preliminary Engineering and Preparation of Construction Plans for Transportation Alternatives. We understand the needs of the communities throughout Oklahoma because we live, work, and raise our families here. We are excited to offer our exceptional capabilities to respond to any project needs that ODOT may experience via this request.

Our team is committed to providing a timely performance and exceeding ODOT’s expectations by providing the following:

Abilities. Aguirre & Fields is equipped with the innovative tools and resources, such as OpenRoads, OpenBridge and the use of drones, to handle any transportation issue. We are the engineer of record on an array of transportation projects from complex urban arterials to rural roadway widenings to community‐based transportation alternative projects.

Resources. Project work for this contract will be performed out of our Oklahoma City office. As needed, our local staff can utilize Aguirre & Fields’ professional transportation and construction management staff members in other offices to ensure quality and timely PS&E delivery. We have an incredibly high retention rate for our design staff. This allows us to provide our clients continuity in staff throughout your project. Additionally, Aguirre & Fields has long‐standing relationships with many local survey, H&H, geotechnical, and environmental firms. We will form the right team for your specific needs.

Quality. Many State DOTs, counties and municipalities award us repeat contracts based on the quality of work we produce. This repeat work accounts for more than 80% of our contracts.

Timeliness. Aguirre & Fields plans and schedules each project ahead of time according to project needs and resources available. This level of planning ensures that we consistently meet or beat our deadlines.

Experience. We have designed hundreds of road and bridge projects of many variations. Our Oklahoma team has a combined 56 years of experience serving ODOT, the OTA, and various cities, counties and CEDs. Our staff focuses on providing solutions that are sustainable and economical, with a goal of designing public infrastructure to last for generations.

Aguirre & Fields, Oklahoma City office

ODOT | Pre-Qualification for Transportation Alternatives Services STATEMENT OF QUALIFICATIONS EC-1931

FIRM CAPABILITIES AND QUALIFICATIONS

AGUIRRE & FIELDS is well versed in the design, construction and coordination relative to small and large transportation engineering projects, including those  Construction engineering and inspection projects with:  Transportation feasibility and route studies  Non‐standard superstructure design  Roadway schematic design  Non‐standard substructure design  Roadway and freeway design  Specialty coatings/treatments/painting  Detention ponds  Repair of damaged beams, decks, rails, bents  Major interchange design  Temporary bridge and retaining wall structures  Traffic studies and engineering  Phased bridge replacements  Pollution prevention plans  Bridge widenings  Project finance consulting  Assessment of structurally deficient and functionally  Floodplain and floodway permitting obsolete structures  Site planning & feasibility studies  Bridge rehabilitations and historic assessments  Pedestrian and bicycle facilities  Fracture critical inspections   Bridge beam re‐use Construction field inspections  Fill, cut and hybrid retaining walls  Forensic engineering/materials testing  Offsite fabrication inspection RESOURCES

Our proposed Project Manager for the contract is Robert roadway engineers on staff, should Robert’s in‐house team Rose, P.E. Robert has over 17 years’ experience in need support. This availability and engineering depth engineering design and rehabilitation of various civil allows us to be responsive to your needs, and execute work engineering projects, with an emphasis on the design of quickly and efficiently. Our 6‐month workload currently roadways. shows Aguirre & Fields having four (4) full‐time employees available for engineering projects. The Aguirre & Fields staff of 101 employees, including 33 Professional Engineers (P.E.) (11 of which are Oklahoma In addition, Aguirre & Fields teams with the best P.E.s) and 17 Engineering Interns (EI), in structural, geotechnical, H&H, and environmental firms in Oklahoma roadway, and Construction Engineering & Inspection (CEI) to offer a complete menu of engineering services. Aguirre services, provides our clients with engineers fully capable & Fields custom selects each project team to the specific of managing and designing transportation projects of all needs of each contract. types and sizes. Most of our engineers also have advanced Our Table of Organization for this contract is shown on the degrees of study. following page. We currently have short and long‐term staff availability. Moreover, all four (4) of our offices have structural and

ODOT | Pre-Qualification for Transportation Alternatives Services

Table of Organization EC 1931

PRINCIPAL‐IN‐CHARGE AGUIRRE & FIELDS, LP (AF) DBE 120 E. Sheridan Ave., Suite 205 Mark Gribble, P.E. Oklahoma City, OK 73104 (405) 759‐6200

PROJECT MANAGER Robert Rose, P.E.

BRIDGE/STRUCTURAL CONSTRUCTABILITY ENGINEERING SUPPORT SERVICES REVIEW SURVEY Ralph Nguyen, P.E. Chris Bilich, P.E. Oscar Aguirre, P.E. Robert Doty, P.E. Rick Carle, P.E. GEOTECHNICAL Alison Williams, EI HYDRAULICS / ROADWAY/TRAFFIC HYDROLOGY ENGINEERING CADD TEAM

Robert Rose, P.E. ENVIRONMENTAL Staci Winlock Robert Doty, P.E. Eric Schluter

Alison Williams, EI UTILITY RELOCATION Tim Roszko Emily Wohlgemuth, P.E. COORDINATION & INSPECTION

TRAFFIC ENGINEERING / STUDIES Primary Team Member: Bold Italics Red ODOT | Pre-Qualification for Transportation Alternatives Services| STATEMENT OF QUALIFICATIONS EC-1931

EXPERIENCE WITH DEPARTMENT PROCEDURES

Aguirre & Fields has the technical expertise, relevant project experience, and experience with Oklahoma Department of Transportation (ODOT) procedures to serve the Department, municipalities and the communities on this contract. We have used the ODOT Roadway Design Manual in conjunction with AASHTO manuals on ODOT projects. We are also familiar with ODOT’s:  Bridge, Roadway, and Traffic design standard drawings  Pay items  Standard Specifications  Special Provisions  Design Exception Procedures We understand that ODOT bridge and roadway design projects include submittals for:  Preliminary Plan Field Review Meeting  Right‐of‐Way (ROW) & Utility Meeting  Final Plan Field Review Meeting  Final Submittal Aguirre & Fields is also familiar with the Department’s contracting procedures. We have completed the contracting process, including providing “B” Documents, attending pre‐negotiation and negotiation meetings, and contract execution.  Our team is familiar with the updated 3R design guidelines.  Our team understands the need to review and follow the ODOT Initiation and Reconnaissance Reports carefully, and to perform a site visit prior to start of work.  Aguirre & Fields also understands the importance of the Department’s ability and need to stretch the budgeted dollar.

Project Manager Robert Rose has performed engineering design and rehabilitation of various civil engineering projects, with an emphasis on the design of roadways since 2000. He has held various positions with state, local and private entities. He served over 6 years as a CADD Specialist for the ODOT, where he gained extensive knowledge of Department policies and procedures in preparing ODOT plans. Robert was also honored to serve the City of El Reno as the City Engineer. While at both ODOT and in the consulting realm, he prepared geometric layouts, performed roadway hydraulic design, traffic control plans, and engineer’s estimates. He knows ODOT’s standards and specifications inside and out. Robert also spent two and half years in the field as an Assistant Resident Engineer for the City of Enid and ODOT on roadway and bridge projects. Robert is a “jack of all trades”, but his expertise is in design and construction oversight of roadway projects. He has worked on projects ranging from urban/rural arterials to interchanges. Robert is ready and available to respond to any project needs.

ODOT | Pre-Qualification for Transportation Alternatives Services STATEMENT OF QUALIFICATIONS EC-1931

QUALITY OF SERVICE

One of Aguirre & Fields’s core values is excellence in quality Both drawing and calculation checks follow a distinct color‐ and service. As such, our Quality Program plays a key role coded process for resolving comments. in our operations. The Aguirre & Fields design team also reviews plans for As Project Manager, Robert Rose, P.E., is proactive in cost efficient practices and constructability prior to keeping clients informed about project progress on a submittal phases to ensure a “best‐value” solution to the weekly and monthly basis, and prides himself on 24/7/365 client during construction. responsiveness to his clients. Project Manager Robert Rose, P.E. and a QA Manager Robert will apply a comprehensive and well‐documented (Chris Bilich, P.E. or Robert Doty, P.E.) are involved at each submittal to confirm correct application of QC procedures. Quality Plan to provide high‐quality products for these Records include PDF scans of initialed check prints. The community‐based programs. Robert leads all staff to take result is a working product that is complete, appropriately responsibility for QA/QC procedures and applies the designed per county preferences, conforming to standard program to each phase of the project, supplemented as policies and procedures, and constructible. needed with additional procedures or checklists for large/complex projects (e.g. railroad, historic, or unique Aguirre & Fields’ Quality Assurance and Control procedures structures). In addition, those involved in the daily include thorough, up‐front planning, which ensures our production effort are not the same individuals assigned as ability to deliver the highest quality services on‐schedule checkers/reviewers. and within budget. We have delivered transportation projects for agencies and municipalities ahead of schedule The QC process for calculations and details has a distinct and under budget and will do the same for these projects. preparer, checker, corrector and verifier. Calculations are checked via one of three methods:  independent design  verification of approved design tool input/output, or  checks against standards.

ODOT | Pre-Qualification for Transportation Alternatives Services STATEMENT OF QUALIFICATIONS EC-1931

ABILITY TO PERFORM WORK IN A TIMELY MANNER

Our experience includes engineering services related to both the CIRB’s 5‐year work plan and ODOT’s 8‐year work plan; thus, the strict time and funding requirements of these coordinated agreements have trained our firm to make timeliness an extremely high priority. We are well known for meeting and beating schedule requirements, all while maintaining quality deliverables. Our high ratings with many of our clients attests to our demonstrated timeliness.

Our team has found that the best way to meet these strict time schedules is to properly schedule the right resources at the beginning of the project. Each project assigned by the client will be managed by Robert Rose, and the design team assigned to handle the project will be based on the best match of experience required. This allows us to put our best foot forward Robert Rose, P.E., Ralph Nguyen, P.E. and Alison Williams, E.I. and have our employees working on projects within their core competency.

To manage our workload, our team uses in‐house scheduling tools, including Primavera (P6) (when applicable), to create detailed project schedules to identify critical path tasks and focus work efforts on priority items. These tasks are updated with percent complete, and adjustments are continually made based on progress. This allows for adjustments along the way to meet all deliverable dates. Production, as well as project deadlines, are a priority with our staff throughout the process.

Once a project schedule is developed, we program the effort into our internal master workload planner in Excel. This planner shows all our projects and the programmed number of hours each staff member is assigned each month. We use this tool to ensure that each project is assigned adequate staff to meet the project schedule and to prevent staff overload. We also have weekly resource/schedule meetings between PMs, production staff, and our sub‐consultants. This allows us to frequently assess project progress as a team and reallocate staff if necessary.

A notable, cost saving transportation alternatives project Aguirre & Fields completed is the structural design for White Oak Path and bridge, a hike and bike trail (Alabonson Road to Antoine Drive Link, City of Houston). Our team provided the design for this 4,000‐foot long, 10‐foot wide concrete path, including a bridge over White Oak Bayou and an undercrossing at Victory Drive. To save cost, a single span, prefabricated 210‐foot steel Continental Keystone bridge was used to span White Oak Bayou. The abutments were placed outside the banks of the bayou, resulting in no hydraulic impact. The bridge was designed in accordance with LRFD specifications for pedestrian loading, including a 20,000‐lb. vehicle. Bridge at White Oak Path hike and bike trail Our team also recently submitted Small City Grant Proposals for four (4) projects for the City of El Reno, preparing schematic designs and engineer estimates.

ODOT | Pre-Qualification for Transportation Alternatives Services STATEMENT OF QUALIFICATIONS EC-1931

PROFESSIONAL REFERENCES

Daniel Clements, P.E. CED 4 Design Engineer 405‐214‐0058 [email protected] 40002 Benson Park Road Shawnee, OK 74801

Garry Harrison ODOT Local Government Division 1 Branch Manager 405‐ 521‐4682 [email protected] 200 N.E. 21st Street Oklahoma City, OK 73105

Matt Sandidge City of El Reno 405‐262‐4070 [email protected] 101 N. Chocktaw Ave. El Reno, OK 73036

Dan Galloway City of El Reno 405‐262‐4070 [email protected] 101 N. Chocktaw Ave. El Reno, OK 73036

Stan Drake Asst. City Manager City of Moore 405‐793‐5200 [email protected] 301 N. Broadway Moore, OK 73160

ODOT | Pre-Qualification for Transportation Alternatives Services STATEMENT OF QUALIIFICATIONS EC-1931

CAPACITY

Aguirre & Fields’ project manger for this contract is Robert Rose, P.E. Robert and the OKC office design team have ample capacity to administer this contract. The OKC office currently has five (5) contracts with ODOT in various stages.

 US‐62 Widening, Resurface & Bridge – Cherokee Co –Final Right‐of‐Way due July 2017  SH‐3/Indian Nations TP Bridge Rehab. – Pushmataha Co. – 90% Final Review due Sept. 2017  SH‐28 over Pensacola Dam Bridge Rehab. – Mayes Co. – 90% Final Review due October 2017  SH‐101 Bridge & Approach ‐ Sequoyah Co. – 90% Final Review due in October 2017  3 ‐ SH‐3 Bridge Rehabilitations ‐ Pushmataha Co. – On hold pending funding in 8‐year plan

The OKC office has also completed and submitted final PS&E on three projects earlier this year.

 US‐60 Bridge Rehabilitation ‐ Kay Co  US‐270 over 270B – Bridge Rehabilitation – Pott. Co.  Pittsburg Ave. over I‐244 – Bridge Rehabilitation – Tulsa Co.

Based on the projected deadlines for these projects, as well as Aguirre & Fields’ history of completing projects for ODOT on schedule, our capacity will begin to increase at the end of September. This grants us ample room to devote our resources to this project.

Out of our 101 employees, the Aguirre & Fields staff includes 33 P.E.s (11 of which are Oklahoma P.E.s) and 17 EIs in Structural, Roadway, and Construction Engineering & Inspection (CEI) services. Many of our engineers have advanced degrees of study.

We currently have short and long‐term staff availability. Moreover, all four (4) of our offices have structural and roadway engineers on staff to support Robert’s in‐house team. This availability and engineering depth allows us to be responsive to your needs, as well as execute work quickly and efficiently. Our 6‐month workload reflects Aguirre & Fields four (4) fulltime Oklahoma employees.

ODOT | Pre-Qualification for Transportation Alternatives Services

STATEMENT OF QUALIIFICATIONS EC-1813

SUPPORTING DOCUMENTATION

On the proceeding pages of this submittal package, you will find the following supporting documents:

 CAP 255 forms for Aguirre & Fields

On this page, you will find the following supporting documents:

 DBE Certification

DBE Participation Goal Statement Aguirre & Fields, being a registered DBE firm ourselves, takes the achievement of a client’s DBE participation goal very seriously. If there is no assigned DBE goal for this project, the selection of Aguirre & Fields will allow your agency to claim additional DBE usage above and beyond mandated goals: a win‐win for everyone involved.

ODOT | Pre-Qualification for Transportation Alternatives Services 1. Project Name/Location for which firm is filing: 2a. Date of Announcement: 2b. Agency originating announcement: EC 1931 – Preliminary Engineering, Preparation of July 7, 2017 STATE Construction Plans (Pre-Qualification for Transportation Alternatives Services) Oklahoma Department of OF Transportation OKLAHOMA Multiple Districts

Statewide Consultant Services For A Specific Project

3. Firm (or Joint-Venture) Legal Name and Address: 3c. Name, Title, & Telephone Number of Principal Contact: Aguirre & Fields, LP Robert Rose, PE 120 E. Sheridan Ave. Suite 205 Project Manager Oklahoma City, OK 73104 405-759-6200

3a. Certificate of Authority Number: 5952 3d. Address of office to perform work if different from Item 3: In addition to our Oklahoma City office, portions of the work may be performed at: 3b. FEI/Tax ID Number: 760694540 12999 Jess Pirtle Blvd., Sugar Land, TX 77478 12708 Riata Vista Cir., A-109, Austin, TX 78727 5320 N. Tarrant Parkway, Suite 260, Fort Worth TX 76244 4. Personnel by Discipline: (List each person only once, by primary function.) 19 Administrative Economists Mechanical Engineers 4 Engineering Interns Architects Electrical Engineers Mining Engineers 7 CAD/CADD Technicians Estimators Planners: Urban/Regional Chemical Engineers Geologists Sanitary Engineers 50 Civil Engineers Hydrologists Soil Engineers 21 Construction Inspectors Interior Designers Specification Writers Draftsmen Landscape Architects Structural Engineers Ecologist Land Surveyors Surveyors 101 Total Personnel 5. If submittal is by a JOINT-VENTURE, list participating firms and outline specific areas of responsibility (including administrative, technical and financial) for each firm: All firms and the joint venture MUST be registered with Construction and Properties, Division of Capital Assets Management, 2401 N. Lincoln Blvd., Suite 212, P. O. Box 53448, Oklahoma City, OK 73152-3448. N/A

5a. Has this Joint-Venture previously worked together? Yes No If YES, how many times?

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6. Brief resume of key persons, specialists, and individual consultants employed by sub-consultants anticipated for THIS PROJECT. a. Name and Title: Robert P. Rose, PE SH-101 Bridge and Approaches Over Cedar Creek, ODOT, Sequoyah County, OK. Robert is responsible for managing the roadway geometrics for the bridge approaches b. Project Assignment: Project Manager and detour shoo-fly. This project requires the replacement of an existing 3-12’ slab span structure with a new 3-12’x6’ RCB in phased construction. The scope called for a shoofly c. Name of firm with which associated: Aguirre & Fields, LP detour alignment to the south of existing driving lanes and a new vertical alignment along d. Years’ experience: With this firm: 2 With other firms: 16 the existing centerline to accommodate the new RCB structure. e. Education: Degree(s)/Year/Specialization BS / 2008 / Civil Engineering SH 3 over Beaver, Rock, and Dumpling Creeks, Bridge Rehabilitation PS&E, ODOT, f. Active Registration: OK / 2012 / Civil / #26166 Pushmataha County, OK. Roadway and Traffic Control Lead Engineer for the State/Year first registered/ TX / 2017 / Civil / #127263 development of PS&E documents for the three bridges along SH-3 east of Antlers, OK. Discipline/Oklahoma License Number Robert is responsible for designing the roadway approaches, tapers, sequence of construction phasing, signing and striping, and temporary lighting. In addition, he is Oklahoma Certificate of Authority (if any) 5952 responsible for compiling roadway and traffic control general notes, pay item quantities g. Other experience and qualifications relevant to the proposed project: and cost estimates. These plans are currently in production and are on-track for Robert Rose has been performing engineering design and rehabilitation completion in April of 2016, one month ahead of schedule.

of various civil engineering projects with an emphasis on the design of US 270 (NB & SB) over US-270B, Bridge Rehabilitation, ODOT, Pottawatomie roadways since 1999. Prior to joining Aguirre & Fields, Robert served as County, OK. Roadway and Traffic Control Lead for the PS&E assembly of four-span City Engineer for the City of El Reno. Robert gained extensive concrete rigid frame twin structures. Design will replace six roadway panels on the north knowledge preparing ODOT plans during his 6+ years at ODOT as a approach of the SB structure. In addition, Robert is responsible for TCP on the bridge CADD Specialist. While at ODOT and in the consulting realm, he structure as well as the underpassing roadway, design details for panel replacement, prepared geometric layouts, performed roadway hydraulic design, traffic replacing shoulder asphalt, and resetting approach guardrails. control plans, and engineer’s estimates. He knows ODOT’s standards and I-44 Turner Turnpike Concrete Pavement Rehabilitation, OTA Turner Turnpike, specifications inside and out. Robert also spent two and half years in the field as an Oklahoma City, Stroud & Bristow, Ok. Robert served as the project manager for the Assistant Resident Engineer for the City of Enid and ODOT on roadway and bridge concrete pavement rehabilitation project. The project consisted of an engineering report projects. Robert is a “jack of all trades” but his specific area of focus is design and compiling recommended repair/replacement techniques, cost estimates, alternative construction oversight for roadway projects from urban/rural arterials to interchanges. design options and preparation of final PS&E. Robert’s relevant project experience includes:

US-62 Widen, Resurface and Bridge, ODOT, Cherokee County, OK. Robert was the Creek Turnpike & Elm Street Interchange, OTA, Tulsa County, OK. Robert assisted Roadway Manager for this 2.6 mile widen and resurface project. Two miles of the project with the production of final PS&E construction plans for the Creek Turnpike and Elm consisted of adding shoulders and overlaying existing driving lane, while the remainder Street Interchange. The project consisted of reconfiguring two on-ramps and one exit of the project required an offset alignment to avoid cemetery property on the south side ramp from the Creek Turnpike at the Elm Street Interchange. The project also required of the roadway. Robert utilized ODOT’s 3R design criteria to analyze the existing vertical reconfiguration of the Elm Street and service road intersections

and horizontal alignments, and to ensure compliance. US-54 South of Tyrone, ODOT, Texas County, OK. Lead Design Engineer for the four-

I-35 Frontage Road, South of 19th Street, Cleveland County, City of Moore, OK. lane divided facility expansion and overlay project. Robert prepared preliminary and final Robert managed this one-mile roadway widening and resurfacing project for the city of right-of-way plans. The project consisted of expanding approximately five miles of two- Moore. The project scope was to widen and resurface the west service road from the lane to a four-lane divided facility along with resurfacing the existing two-lane roadway. interchange ramp to SW 34th Street in Moore. The widening of the roadway was to US-70, ODOT, Bryan County, OK. Robert assisted in preparing the design plans for final accommodate a two-way left turn lane though the business district along the frontage submission. The construction plans include reconstruction of US-70 through the town of road. Ada, Oklahoma over the UPRR railroad tracks.

US-75, ODOT, Tulsa County, OK. Robert prepared the roadway and traffic control plans for the project. The construction plans were for replacement of two three-span steel girder bridges on US-75, south of Tulsa, OK. The project included roadway design, H&H, geotechnical investigations, bridge design, traffic control and signing and striping.

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6. Brief resume of key persons, specialists, and individual consultants employed by sub-consultants anticipated for THIS PROJECT. a. Name and Title: Ralph T. Nguyen, PE Rehabilitation consisted of deck slab surface hydro-demolition and overlay, new non- standard parapets to maximize clear roadway width, new approach slabs and end of bridge b. Project Assignment: Structural Engineer drains, and substructure crack and spall repairs. Unique construction sequence details are provided due to continuous rigid slab system. Ralph was also responsible for contracting, c. Name of firm with which associated: Aguirre & Fields, LP invoicing and all coordination with ODOT. d. Years’ experience: With this firm: 3 With other firms: 14 US-60 EB & WB over Chikaskia River and Overflows, Bridge Rehabilitation, ODOT, e. Education: Degree(s)/Year/Specialization BS / 1999 / Civil Engineering Kay County, OK. Project Manager for the field assessment, condition report, preliminary f. Active Registration: OK / 2004 / Civil & Structural / #21720 cost estimate, and PS&E for 10 bridges along US 60 (five sets of twin structures). A field State/Year first registered/ visit was conducted in coordination with ODOT Division 4 staff. Repair items include repair Discipline/Oklahoma License Number of traffic rails, deck slabs, beams, piers, pile bents, and abutments; replacement of all Oklahoma Certificate of Authority (if any) 5952 bearings, approach slabs and deck drains. The repair work will be performed in phases, shifting both lanes of traffic to one bridge while the other twin structure is rehabilitated. g. Other experience and qualifications relevant to the proposed project: Hydro-demolition will be performed for deck repair and falsework jacking will be utilized Ralph Nguyen has been performing structural engineering since 1999, and during bearing replacement. Ralph is responsible for contracting, invoicing, bridge has managed and/or designed over 30 bridge replacement and 16 bridge rehabilitation design and detailing, approach roadway and traffic control oversight, and all rehabilitation projects in the state of Oklahoma. He has worked with CED, coordination with ODOT. ODOT, OTA, and the Cities of Ponca City, Miami, Stillwater, Edmond, and SH-99 over BNSF Railway and Cimarron Turnpike, SBR, Pawnee Co., ODOT. Lead McAlister on a variety of structure types and replacements, rehabilitations, design and oversight of bridge PS&E production. The superstructure portion of the project inspections and ratings. Ralph’s experience includes 3 years with the included the repair of the decks (types A, B & C) and traffic rails, replacement of the Engineering Department of Oklahoma County and 16 years with ODOT. This involves expansion deck joint, repainting and replacement of selected bearing assemblies, fiber- bridge design processes, conducting field meetings/scoping, coordinating, and interacting wrap repair beam ends. The substructure portion of the project included crack and patch between ODOT and associated parties such as OTA, railroad and/or utility companies, repair of abutments and piers, removal and replacement of partial slope walls, and and producing initial assessment reports. Ralph’s relevant project experience includes:

replacement of approach slabs, bridge guardrail, and GETs.

US-62 Roadway and Bridge Over East Branch Briggs Creek, Widen, Resurface and US-64 over Ranch Creek, Bridge Replacement, Pawnee Co., ODOT. Lead design Bridge, Cherokee Co., ODOT. Project manager for widening and resurfacing roadway engineer for the replacement of a concrete structure with a 3-span (100’-120’-130’), Type and replacing an existing triple cell RCB. Overall project tasks include general project IV & J PCB, 40’ clear roadway non-standard conventional bridge. management and oversight of bridge, roadway and traffic control PS&E development. SH-99 over Caney River, Bridge Replacement, Osage Co., ODOT. Lead design The proposed project improvement affects environment and right-of-way concerns. Ralph engineer for the replacement of an existing steel truss structure with a 5-span (100’-135- involves and coordinates with ODOT and associated parties for the public open house 135’-135’-100’), Type IV & J PCB, 40’ clear roadway non-standard conventional. meeting. Phased construction is utilized to maintain traffic on US-62 during bridge construction. US-271 over Poteau River, Bridge Replacement, Le Flore Co., ODOT. Lead design engineer for a bridge replacement over waterway navigation system. The bridge consists SH-52 over Trail Creek, Bridge Replacement, Washita Co., ODOT. Project Manager of four (100ft-150ft-210ft-150ft) spans with AASHTO Type IV prestressed concrete beams for the replacement of an existing bridge with a 3-span standard structure. Overall project for span number 1 and continuous steel plate girders for span numbers 2, 3 and 4, and tasks include general project management, and oversight of bridge design, hydraulic continuous steel plate girders for span numbers 2 and 3. design, roadway design, traffic control, plan sheet development, specifications, and cost estimate. Tapered roadway shoulders were designed to meet existing cross section. SH-99 over Birch Creek; Osage Co., ODOT. Lead design, 3 simple spans (70’-80’-70’) Type IV PCB - 40’clear roadway standard conventional. SH-101 over Cedar Creek, Bridge Replacement, Sequoyah Co., ODOT. Project manager for the replacement of an existing steel structure with a triple cell box culvert. US-64 over Hell Roaring Creek; Pawnee Co. ODOT. Lead design, simple spans (75’- 80’-75’) Type II PCB - 40’ clear roadway non-standard integral. Overall project tasks include general project management, and oversight of bridge design, hydraulic design, roadway design, traffic control, plan sheet development, specifications, SH-99 over Pond Creek; Osage Co., ODOT. Lead design, 3 simple spans (115’-120’- and cost estimate. Designed a shoo-fly to maintain traffic on SH-101 during construction. 115’) Type J PCB - 40’ clear roadway non-standard conventional.

US-270 NB & SB over US-270B, Bridge Rehabilitation, Pottawatomie Co., ODOT. SH-99 over Caney River; Osage Co., ODOT. Lead design, 5 simple spans (100’-135- Deputy project manager for the field assessment, condition report and preliminary cost 135’-135’-100’) Type IV & J PCB - 40’ clear roadway non-standard conventional. estimates for NB & SB bridges. Project manager for the PS&E production. Overall project tasks include checking existing bridge condition and overseeing bridge repair detail plans.

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6. Brief resume of key persons, specialists, and individual consultants employed by sub-consultants anticipated for THIS PROJECT. a. Name and Title: Alison Williams, EI SH-101 Bridge and Approaches Over Cedar Creek, ODOT, Sequoyah County, OK. Alison assists in the design of both the bridge and roadway aspects of this project. This b. Project Assignment: Roadway Design project requires the replacement of an existing 3-12’ slab span structure with a new 3- c. Name of firm with which associated: Aguirre & Fields, LP 12’x6’ RCB in phased construction. The scope called for a shoo-fly detour alignment to the d. Years’ experience: With this firm: 2 With other firms: 1 south of existing driving lanes and a new vertical alignment along the existing centerline to accommodate the new RCB structure. e. Education: Degree(s)/Year/Specialization BSCE / 2014 / Civil Engineering SH-152 over Trail Creek, Bridge Replacement, ODOT, Washita County, OK. This f. Active Registration: OK / 2014 / Civil / EI Test Passed project consists of replacing the existing bridge with a 3-span prestressed concrete State/Year first registered/ superstructure, with a 4’ clear roadway width. Alison designed the construction detour route Discipline/Oklahoma License Number and sign details for the project, while also assisting in the detailing of the bridge layout Oklahoma Certificate of Authority (if any) 5952 sheets. g. Other experience and qualifications relevant to the proposed project: SH-3 over Beaver, Rock, and Dumpling Creeks, Bridge Assessments PS&E, ODOT, Pushmataha County, OK. Alison aided in the field assessment, condition report and Alison Williams has experience in the engineering design and rehabilitation of both roadway and bridge projects. Alison has prepared preliminary cost estimate of three bridges along SH-3 east of Antlers, Oklahoma. These geometric designs per ODOT standards and specifications, drafted plans bridges are functionally obsolete due to inadequate rails and shoulder widths. The structures will be widened to the ODOT standard bridge width of 40’. using MicroStation, InRoads and GEOPAK, determined right-of-way, calculated quantities, and detailed bridge layouts for new construction and SH-3 over Beaver, Rock, and Dumpling Creeks, Bridge Rehabilitation PS&E, ODOT, rehabilitation projects. Along with design work, Alison has gained Pushmataha County, OK. Alison assisted in the development of PS&E documents for experience in bridge inspection and assessment throughout Oklahoma. Her relevant work three bridges along SH-3 east of Antlers, Oklahoma. She is responsible for completing experience includes: bridge detail and plan sheets for submittal. Alison aided in the design of traffic control plans, signing and striping, general notes and pay item quantities. These bridges will be widened I-35 Frontage Road, South of 19th Street, Cleveland County, City of Moore, OK. Alison assisted in the design of this one mile roadway widening and resurfacing project to 40’, and the deck, joints, rails, approach slabs, deck drains, beams, and bearings will be for the City of Moore. The project scope was to widen and resurface the west service road replaced. The piers and abutments will be widened to accommodate the new roadway from the interchange ramp to SW 34th Street in Moore. The widening of the roadway was width. These plans are currently in production and are on-track to be completed in April of 2016, one month ahead of schedule. to accommodate a two-way left turn lane through the business district along the frontage road. US-60 EB & WB over Chikaskia River and Overflows, Bridge Rehabilitation, ODOT, Alison assisted in the field assessment, condition report, preliminary US-62 Widen, Resurface and Bridge, ODOT, Cherokee County, OK. Alison assisted Kay County, OK. in the ODOT 3R roadway design and bridge design for this 2.6 mile widening and cost estimate, and PS&E assembly for 10 bridges along US 60 (5 sets of twin structures). resurfacing project. Two miles of the project consisted of adding shoulders and overlaying Field visit was conducted in coordination with ODOT Division 4 staff. Repair items include existing driving lane, while the remainder of the project required an offset alignment to repair of traffic rails, deck slabs, beams, piers, pile bents, and abutments; replacement of avoid cemetery property on the south side of the roadway. all bearings, approach slabs and deck drains. Alison aided in the design of traffic control plans, signing and striping, general notes and pay item quantities. SH-56, Bridge Replacement over Brier Creek and Brier Creek Tributary, ODOT, Okmulgee County, OK. Alison was responsible for the roadway design and drafting in US 270 (NB & SB) over US 270B, Bridge Rehabilitation, ODOT, Pottawatomie County, an extensive horizontal alignment shift and channel realignment. The project scope was OK. Alison aided in the field assessment, condition report, and PS&E assembly of four- to replace four bridges and build a shoo-fly and temporary widening so the existing span concrete rigid frame twin structures. Alison assisted in the design of the TCP on the roadway could be utilized as a detour, to mitigate cost. bridge structure as well as the under-passing roadway, signing and striping, and pay item quantities. Repair items include deck hydro-demolition and repair, full depth joint I-44 Turner Turnpike Concrete Pavement Rehabilitation, OTA Turner Turnpike, replacement, bearing replacement at bridge ends, approach slab replacement, patching This project consisted of an engineering report Oklahoma City, Stroud & Bristow, OK. and sealing of spalls and cracks, and resetting of guardrails. The repair work will be compiling recommended repair/replacement techniques, cost estimates, alternative performed in phases, keeping one lane of traffic in each direction open at all times. design options and preparation of final PS&E. Alison served as the lead engineer, preparing the engineering report and PS&E plans.

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6. Brief resume of key persons, specialists, and individual consultants employed by sub-consultants anticipated for THIS PROJECT. a. Name and Title: Staci Winlock I-44 Turner Turnpike Concrete Pavement Rehabilitation, OTA Turner Turnpike, Oklahoma City, Stroud & Bristow, OK. Staci served as the lead CADD designer for the b. Project Assignment: Roadway Design Support concrete pavement rehabilitation project. The project consisted of an engineering report compiling recommended repair/replacement techniques, cost estimates, alternative design c. Name of firm with which associated: Aguirre & Fields, LP options and preparation of final PS&E. d. Years’ experience: With this firm: 1 With other firms: 15 Staci’s experience also includes: e. Education: Degree(s)/Year/Specialization US 70 near Broken Bow (Grade, Draining, Bridge & Surface), ODOT, McCurtain f. Active Registration: County, OK

State/Year first registered/ Discipline/Oklahoma License Number IH 235 & IH 44 Interchange (Grade, Draining, Bridge & Surface), ODOT, Oklahoma Co, OK Oklahoma Certificate of Authority (if any) 5952 g. Other experience and qualifications relevant to the proposed project: US 412 from Woodward County Line (Grade, Draining, Bridge & Surface), ODOT, Major Co, OK

Staci Winlock is a CADD Specialist VI, with over 15 years of experience. She Development of Roadway CADD Standards, Statewide, ODOT – Development of is an expert in Bentley InRoads and Microstation. Staci has developed Inroads and Microstation Training Manuals training materials for the use of Microstation and InRoads in roadway design

and detailing. Her relevant project experience includes:

US-62 Widen, Resurface and Bridge, ODOT, Cherokee County, OK. Staci served as the lead CADD designer for this 2.6 mile widen and resurface project. Two miles of the project consisted of adding shoulders and overlaying existing driving lane, while the remainder of the project required an offset alignment to avoid cemetery property on the south side of the roadway.

I-35 Frontage Road, South of 19th Street, Cleveland County, City of Moore, OK. Staci served as the lead CADD designer on this one-mile roadway widening and resurfacing project for the city of Moore. The project scope was to widen and resurface the west service road from the interchange ramp to SW 34th Street in Moore. The widening of the roadway was to accommodate a two-way left turn lane though the business district along the frontage road.

SH-101 Bridge and Approaches Over Cedar Creek, ODOT, Sequoyah County, OK. Staci served as the lead CADD designer for this project. This project required the replacement of an existing 3-12’ slab span structure with a new 3-12’x6’ RCB in phased construction. The scope called for a shoofly detour alignment to the south of existing driving lanes and a new vertical alignment along the existing centerline to accommodate the new RCB structure.

SH 3 over Beaver, Rock, and Dumpling Creeks, Bridge Rehabilitation PS&E, ODOT, Pushmataha County, OK. Staci served as the lead CADD designer for this project, which included the development of PS&E documents for the three bridges along SH-3 east of Antlers, OK. These plans are currently in production and are on-track for completion in April of 2016, one month ahead of schedule.

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6. Brief resume of key persons, specialists, and individual consultants employed by sub-consultants anticipated for THIS PROJECT. a. Name and Title: Oscar R. Aguirre, PE Genoa-Red Bluff Road, CWA 60-inch Waterline Crossing, Harris Co. TX. The Genoa- Red Bluff roadway widening project was already under construction when Harris County b. Project Assignment: Structural Engineer called in Aguirre to design a crossing for eastbound and westbound lanes to span an c. Name of firm with which associated: Aguirre & Fields, LP existing 60-inch waterline. The Coastal Water Authority (CWA) was concerned that the d. Years’ experience: With this firm: 18 With other firms: 11 old waterline would fail under any additional load. Aguirre designed the crossing using prestressed beam elements and geofoam to prevent traffic loading from damaging the e. Education: ME / 1989 / Civil Engineering (Structural) waterline. Aguirre successfully met the two-week schedule and turned in complete plans, Degree(s)/Year/Specialization BS /1986 / Civil Engineering specifications, and construction estimate. f. Active Registration: OK / 2016 / Structural & Civil / #29110 Hesters Crossing & FM 1325 at IH 35, Round Rock, TX. Oscar served as Bridge Layout State/Year first registered/ TX / 1995 / Civil / #80138 and Design Task Leader. His team was responsible for 6 prestressed concrete beam Discipline/Oklahoma License Number bridges and 4 types of retaining walls, including a 15’ cut wall supporting an adjacent Oklahoma Certificate of Authority (if any) 5952 direct connector with a 12-foot retaining wall. Oscar designed the soil-nail, drilled-shaft, g. Other experience and qualifications relevant to the proposed project: and cast-in-place cantilever retaining walls. Each phase of the project included preparing PS&E on extremely tight schedules. Aesthetic details were developed and coordinated Oscar Aguirre has experience in bridge, roadway, and structural engineering. with the SH 45 Toll Road. Layout of bridges required tight coordination with the Owner. His experience includes major interchange and direct connector structural The Hesters Crossing bridges (3) had a 128’ span, requiring higher strength concrete. design (concrete and steel), urban and rural bridge design, highway The 10-span braided ramp bridge was supported by single column bents with inverted-T retaining wall design, bridge class culvert layout and design, development bent caps and precast concrete beams. Oscar designed a post-tensioned straddle bent of major and minor PS&E, field inspection and construction management for the braided ramp bridge. He also developed the layout and design of the ramp bridge of major infrastructure projects. Oscar has designed both new structures and two Hesters Crossing bridges under a tight schedule as part of an owner-directed and widening and rehabilitation of existing bridges, including steel, concrete, and change order. timber. Westheimer Overpass Steel Girder Repair, Harris Co., TX. Oscar responded to an Oscar not only has designed significant highway bridges, but also major rail and mass emergency request to repair severed flange due to a track hoe on a trailer rig striking the transit structures, as well as related rail station facilities structures and appurtenances bridge. The creative solution required pre-stressing of the girder through precise such as retaining walls. He has analyzed rail structures for the interaction of thermal placement of a static dump truck with a known load mid-span. Approximately 8 feet of the forces for continuously welded rail. Oscar also has extensive experience with the lower flange and lower third of the web was removed and replaced in situ. structural design of hydraulic features such as retention pond walls, head works, splitter boxes and other related structures. He is especially skilled in application of computer Westheimer Overpass Widening, Harris Co., TX. Oscar was bridge design task leader software to transportation projects, having developed mastery of 3D model rendering, for the widening of steel plate girder bridge. The two-girder widening accounted for Geopak/RDS applications, and other related computer applications. changes in the roadway cross slope and maintained the same vertical clearance. Project was completed on time and under budget. Westheimer Overpass Steel Girder Repair, Harris Co., TX. Oscar responded to an emergency request to repair severed flange due to a track hoe on a trailer rig striking Buffalo Bayou RR Bridge Retrofit for Hike & Bike Trail, City of Houston, TX. Oscar the bridge. The creative solution required pre-stressing of the girder through precise was bridge design task leader for modifications necessary for adapting the structure to a placement of a static dump truck with a known load mid-span. Approximately 8 feet of hike and bike trail on the Heritage Corridor Bike Trail. Special rail and deck details were developed that adapted the use of the facility while preserving the structure. the lower flange and lower third of the web was removed and replaced in situ.

Fairmont Parkway (Phase 3) Over Armand Bayou Widening, Harris County, TX. College Street Improvements, City of Georgetown, Williamson Co., TX. Oscar Oscar was bridge task leader responsible for designing the widening of two cast-in- served as Structural Layout and Design Lead on 3,300’ urban roadway project which place concrete girder bridges with precast box beams. The widened portion of the included reconstruction of a bridge. Oscar designed the 11-span, 835’ prestressed bridges was designed to have no impact on the design water surface elevation by concrete bridge approx. 25’higher than the existing low-water crossing to allow 100-year maintaining the proposed beam low chord above the existing structure low chord floodwater to pass below the structure. Oscar developed an aesthetic “gothic cathedral elevation. The plans called for milling the existing asphalt pavement and re-surfacing window” bent design that incorporates local architecture. He also designed the retaining the completed bridge with a hot-mix asphalt concrete overlay. Oscar designed special walls on the project. shear connectors to prevent movement of box beams during the deck concrete pour.

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6. Brief resume of key persons, specialists, and individual consultants employed by sub-consultants anticipated for THIS PROJECT. a. Name and Title: Robert S. Doty, PE Bailey Road, City of Pearland, Pearland, TX. Robert served as Project Manager and Lead Design Engineer for the City of Pearland’s Bailey Road project, overseeing the b. Project Assignment: Roadway Design design and reconstruction phase services for the replacement of a 2-lane asphalt open c. Name of firm with which associated: Aguirre & Fields, LP ditch roadway to a 4-lane boulevard section, with curb and gutter and a proposed storm d. Years’ experience: With this firm: 1 With other firms: 15 sewer system, coordinating proposed signal design, coordinating with local and state entities, and managing all sub consultants and aspects of the project. He incorporated a e. Education: Degree(s)/Year/Specialization BS / 2000 / Civil Engineering sound wall design, and new traffic signals. MS / 2001 / Civil Transportation Engineering US 290 Segment 5, TxDOT, Houston, TX. This project involved the reconstruction of the f. Active Registration: OK / 2017 / Civil / #29441 US 290 mainlane and frontage roads. Robert served as Project Manager and QAQC State/Year first registered/ TX / 2006 / Civil / #97218 Manager, supervising the preparation of existing utility plans and the removal plans, and Discipline/Oklahoma License Number overseeing the preparations of project quantities, coordination, and all management Oklahoma Certificate of Authority (if any) 5952 duties. g. Other experience and qualifications relevant to the proposed project: US 290 Segment 4, TxDOT, Houston, TX. This project involved the reconstruction of the Robert Doty has 16 years’ experience in the field of civil engineering, US 290 mainlane and frontage roads. Robert served as Project Manager and Lead specializing in the planning/schematic and design of roadways and Design Engineer, overseeing the preparation of Pavement Marking and Signing plans. bridges. This includes the design of traffic signals, pedestrian and Responsibilities included field work, designing of proposed signing and pavement bicycle facilities, storm sewer and drainage, traffic control plans, SW3P markings throughout entire segment, preparing quantities, and handling all project management duties. plans, signing and pavement markings. Mr. Doty has provided project management and served as lead design engineer for multi-disciplined Mason Road Segments 1 & 2, Fort Bend County, Fort Bend County, TX. This project engineering projects; these include environmental and geotechnical involved reconstruction of a 2-lane roadway into a 4-lane boulevard section. A new tasks, as well as providing project management and design during construction phase roadway segment was designed, including bridge design of a flood control channel to services. Robert’s relevant project experience includes: connect existing roads. A complete new drainage system was designed as well (levee

and culvert system). RM 1826, TxDOT, Austin, TX. Design project overlay, cross-slope corrections, shoulder widening and intersection left turn lanes for 2 miles of 2-lane roadway to Spring Stuebner Road (Segment A) Project, Harris County Precinct 4, Harris increase safety for residents, general commuter traffic and bicycle traffic. County, TX. This project involved a reconstruction of a 2-lane roadway into a 4-lane

US 290 Segment 7, TxDOT, Houston, TX. Design of US 290 mainlane widening, boulevard. Open ditch drainage was expanded to alleviate any drainage constraints and design of frontage roads, and design of toll/HOV travel lanes. Robert served as Project issues. Robert served as Project Manager and Lead Design Engineer, responsible for completing the first of three roadway boulevard segments. Manager and Lead Design Engineer for the TxDOT US 290 Segment 7 project, overseeing the construction phase services for this highway project. Holmes Road, City of Houston, Houston, TX. This project involved reconstruction of a

Lamar/Burnet Road, TxDOT, Austin, TX. Robert evaluated and recommended 4-lane open ditch city roadway to a 4-lane boulevard section with curb and gutter. A roadway improvements (pedestrian: cross walks, sidewalks, lighting, bus stops) connecting Harris County Flood Control Ditch was redesigned by lowering flow lines to (roadway: drainage, widening, reconstruction) (Gateway Project: Robert worked with expand capacities (allowing for enclosed culvert system to outfall, and “clean out” existing public and stakeholders to build a “model corridor” for the City to use as an example) to ditch from overgrowth and poor maintenance. the City of Austin.

SH 249, MCTRA, Montgomery and Grimes Counties, TX. Robert served as Design Engineer Quality Control Engineer for TxDOT’s P3 SH 249 project, managing and conducting quality control on project quantities and cost estimates. The project consisted of design of the mainlane and frontage roads, and incorporating tolling options.

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6. Brief resume of key persons, specialists, and individual consultants employed by sub-consultants anticipated for THIS PROJECT. a. Name and Title: Mark D. Gribble, PE the drainage trunkline, removing and replacing high-mast lighting and updating the signing and striping. b. Project Assignment: Roadway Design, Drainage Design Woodcreek Drive at Mary's Creek, City of Pearland, TX. Replacement of an existing c. Name of firm with which associated: Aguirre & Fields, LP bridge structure with a new concrete structure and concrete paving approaches. d. Years’ experience: With this firm: 17 With other firms: 5 Roy Road at Hickory Slough, City of Pearland, TX. Replacement of an existing bridge e. Education: Degree(s)/Year/Specialization BS / 1995 / Civil Engineering structure with a new concrete structure and asphalt paving approaches. f. Active Registration: OK / 2013 / Civil / #26735 College Street Improvements, Williamson County, City of Georgetown, TX. State/Year first registered/ TX / 2000 / Civil / #29622 Reconstruction of 3,300’ of urban street. This project was associated with the off-system Discipline/Oklahoma License Number bridge replacement of College Street over the San Gabriel River. The proposed bridge was designed approximately 25’ higher than the existing low water crossing. This grade Oklahoma Certificate of Authority (if any) 5952 change necessitated North College Street, Park Road, River Haven Road and East g. Other experience and qualifications relevant to the proposed project: Morrow Drive all be raised as well. Design converted the intersection on the north side of

Mark Gribble has been practicing a wide variety of civil and structural the bridge to a modern traffic circle.

engineering projects since 1995. His experience encompasses Turtle Creek Drive Reconstruction, City of Missouri City. Reconstruction of 4,700’ of responsibility for Project Management and design of major projects, residential subdivision street. The project included replacing the bridge over Mustang requiring skills in all areas of transportation engineering for highway, Creek, coordinating the crossing of a major irrigation canal, and re-alignment of the road

bridge, hydrology and hydraulics, traffic signal and control, and utility to better serve the City park system.

engineering. Mark’s broad range of expertise allows him to identify critical issues early and offer proven solutions. Mark has been Off-System Bridge Projects (25), TxDOT Houston District, TX. 25 off-system bridge instrumental in developing the QA/QC processes used at Aguirre & Fields, ensuring replacement projects. Scope included evaluating survey and design criteria, developing projects are efficiently reviewed and procedures are in place to guide other engineers bridge layouts and geometry, determining structure selection and length, developing through the management and review of projects. Mark’s relevant project experience optimal horizontal and vertical alignments in GEOPAK, automating cross sections, ditch includes: design, earthwork, and sideslopes, coordinating with the hydraulic sub consultant, designing traffic control, detours (including one-lane, two-way traffic), and temporary US 59/IH-610 Director Connector, TxDOT Houston District. Multi-level interchange signals, construction cost estimate and time determination; and general notes. and major bridge layout and design services for the US 59 NB to IH-610 SB Direct Connector. The direct connector structure is 3,800’ in length and 40.5’ in width, with Longenbaugh Dr. at Bear Creek, TxDOT Houston District. Off-system bridge TxDOT U54 beams and curved steel trapezoidal girder units. The substructure consists replacement project. Longenbaugh was a dead-end road needing to remain open during of inverted-tee single column bents and straddle bents (with Green Ribbon interchange construction. The existing bridge was evaluated and braced to strengthen it so it could be used in a one-lane, two-way traffic control situation. theme aesthetics) on 9’ diameter drilled shaft foundations. The bridge spans two access berms, a proposed detention pond, a depressed section of Westpark Tollway, the CR 703 at Draw, TxDOT Houston District. Off-system bridge replacement project. CR Metrorail corridor, and an existing City 66” diameter and 10’x8’ box culvert trunkline 703 was a dead-end road needing to remain open during construction. The existing bridge system. An existing City electric transmission corridor is located above the proposed was evaluated and braced to strengthen it so it could be used in a one-lane, two-way bridge. traffic control situation.

Staffordshire Road Widening, TxDOT Houston District & City of Stafford, TX. The Kyle Crossing at IH-35, TxDOT Austin District, Hays Co., TX. Mark designed a “Rolling project consisted of reconstructing 0.61 miles of a two-lane asphalt city street (rural Roadblock” traffic control detail for the Austin District for use on this project. This detail section) to a four-lane divided concrete curb and gutter street (urban section) using allows for law enforcement vehicles to roll to a stop in each existing lane and allow the federal funding and TxDOT letting for the City of Stafford. This was the final phase of contractor to place a beam. Once the beam is secure, the police vehicles move on and the Stafford – Staffordshire widening and reconstruction and ran from 5th Street down traffic resumes. This process is repeated for all the beams, and eliminates a full closure to Scanlin Street. of the mainlanes and diversion of traffic to the frontage roads for short periods of work.

US 59 at Fountainview Auxiliary Lane, TxDOT Houston District. The project consisted of widening an existing freeway facility to provide an auxiliary lane along US 59 Southwest Freeway (NB) from the Fountainview entrance ramp to West of IH-610. This included widening the US 59 Southwest Freeway (NB) bridge over Chimney Rock Road, modifying the Chimney Rock Entrance Ramp east of Chimney Rock Road, reconstructing one lane of the US 59 Southwest Freeway (NB) Frontage Road to replace

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6. Brief resume of key persons, specialists, and individual consultants employed by sub-consultants anticipated for THIS PROJECT. a. Name and Title: Rick A. Carle, PE Harris County Precinct 2 Richey Road Bridge Replacements over Vince Bayou and Little Vince Bayou, Pasadena, TX. Prepared plans, specifications, and cost b. Project Assignment: Structural Engineering estimates (PS&E) for rehabilitation of two three-span bridges on North Richey Road. c. Name of firm with which associated: Aguirre & Fields, LP Rehabilitation included removal and replacement of concrete deck and steel girders.

Provided analysis of existing substructure to document load carrying capacity. d. Years’ experience: With this firm: 4 With other firms: 15 e. Education: BS / 1998 / Civil Engineering Harris County Toll Road Authority (HCTRA) Fort Bend Parkway Interchange at US Degree(s)/Year/Specialization 90A, Houston, TX. Designed two direct connectors from Fort Bend Parkway to US 90A. Design included two four-span, continuous curved, plate girder units and 24 prestressed f. Active Registration: OK / 2014 / Structural & Civil / #26986 concrete Type IV girder spans. Twelve straddle bents required post tensioning. State/Year first registered/ TX / 2003 / Civil / #91717 Prepared plans and quantities for structural elements. Discipline/Oklahoma License Number Brazoria County CR 129 Bride Replacement over Cowart Creek, Brazoria County, Oklahoma Certificate of Authority (if any) 5952 TX. Designed 70-foot, single-span, prestressed concrete box beam bridge to replace g. Other experience and qualifications relevant to the proposed project: existing multi-span timber structure. Designed bridge to allow for future extension to Rick Carle has extensive experience in civil and structural engineering for accommodate channel widening. Coordinated hydraulic design and requirements with road and bridge projects, commercial site development, and airport Drainage District. Prepared plans, specifications, and cost estimates (PS&E).

projects for public and private clients. Additionally, Mr. Carle has Harris County Park Avenue Bridge Replacement, La Porte, TX. Replaced an developed vast experience in 3D Civil Information Modeling software, existing 2-lane, 2-way timber bridge over a tidally influenced creek approximately 1,000 including the most recent versions of AutoCAD Civil 3D and Microstation/ feet upstream of Galveston Bay. The existing roadway is a low volume, low speed Geopak/Roadway Modeler with GIS integration for both platforms. His residential asphalt roadway with open ditches. The existing structure is a three-span structural experience has allowed him to become knowledgeable in structural programs 60-foot long timber bridge and 37-wide. The existing structure also included an existing such as STAAD Pro for structural modeling, ADAPT for post-tensioning of concrete 8” waterline and 3” gas line attached to the side of the bridge. Designed a three-span members, PGSuper & VBENT for bridge superstructure and substructure design and is prestressed slab beam bridge with a 5-inch concrete slab. The bridge design also familiar with the TxDOT bridge design programs PRST14 and CAP18. His relevant incorporated sidewalks on both sides, also allowing for the reattachment of the 8-inch

work experience includes: waterline. The gas line was relocated and bored beneath the creek by the local utility

Montgomery County FM 1488 Reconstruction, Montgomery County, TX. Designed company. Designed the bridge openings based on the hydraulic report. Designed the the reconstruction of approximately 6 miles of roadway. The existing roadway was a 2- drilled shaft foundations based on the design parameters provided by the geotechnical lane, 2-way rural asphalt roadway with shoulders and several left turn bays. The engineer and the scour information provided by the hydraulic report. Prepared bid-ready proposed reconstruction consisted of four 12-foot lanes with a 16-foot continuous center construction documents.

turn lane and 10-foot shoulders. A small portion of the design consisted of an urban Tiger Project #1, White Oak Path: Alabonson Road to Antoine Drive Link, Houston, section that included 12-foot shoulders with a doweled curb and 5-foot sidewalks. TX. Aguirre & Fields provided structural design services for the hike and bike trail along Designed the roadway and roadside ditch profiles based on TxDOT design criteria for the south bank of White Oak Bayou between Alabonson Road and Antoine Drive in 60mph design speed and a future ADT of 40,000. Prepared and analyzed cross sections Houston, Texas. The trail consists of a 10-foot wide concrete path approximately 4,000 to optimize the roadway and roadside ditch design. Designed storm sewer for the urban feet long. As the Structural Engineer, Rick designed the retaining walls for the bridge

section. Prepared Plans, Specifications and Estimate (PS&E) for the project. over White Oak Bayou at the undercrossing of Victory Drive and the 210’ long by 14’

Fort Bend County Bridge Replacements, Fort Bend County, TX. Replaced existing wide single span pedestrian bridge near Alabonson Road. Concrete block retaining timber bridges at Cottonwood School Road, Modena Road, and Knuz Road with two- walls were utilized along the path with a max wall height of 8’. He ensured that the span, pan girder structures Developed cost estimating program to compare square foot retaining wall footing cleared potential conflicts and had to adjust one existing HCFCD

cost of different types of bridges. outfall to accommodate the new wall. The pedestrian bridge incorporated a prefabricated truss bridge. Rick worked with a bridge vendor to establish a design that TXU Timber Bridge Reconstruction, Fort Bend County, TX. Evaluated existing would satisfy the hydraulic requirements by HCFCD. He supervised the design of the bridge superstructure and substructure and determined that only superstructure required bridge foundations to accommodate the estimated prefabricated bridge loads. replacement. Designed new three-span timber superstructure to be constructed onto existing substructure. Monitored construction of new superstructure.

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6. Brief resume of key persons, specialists, and individual consultants employed by sub-consultants anticipated for THIS PROJECT. a. Name and Title: Chris T. Bilich, PE I-10 Twin Spans Bridges, Slidell, LA. Chris served as Resident Engineer and Project Manager for this $800 million project where two new 5.5-mile bridges were constructed b. Project Assignment: Constructability Review over Lake Pontchartrain, alongside the original Twin Spans after they were critically c. Name of firm with which associated: Aguirre & Fields, LP damaged by Hurricane Katrina. Chris was responsible for all construction engineering d. Years’ experience: With this firm 5 With other firms 9 and fabrication inspection in three prestressed/precast production facilities supplying concrete piles, bent caps, and girders to the bridge project. He was involved in the test e. Education: ME / 2003 / Civil Engineering (Structural) pile program before production casting commenced. Chris managed and trained 11 Degree(s)/Year/Specialization BS / 2001 / Civil Engineering construction inspectors on all aspects of prestressed/precast fabrication, designed f. Active Registration: OK / 2013 / Civil & Structural / #26645 stressing and de-tensioning methods, performed stressing force and loss calculations, State/Year first registered/ TX / 2008 / Civil / #100989 and supervised their implementation. His inspections staff also supervised and Discipline/Oklahoma License Number LA / 2009 / Civil / #34565 inspected all aspects of the bridge construction sequence, including pile driving, cap Oklahoma Certificate of Authority (if any) 5952 placement, beam placements (including up to 250’ span steel plate girders, 135’ span bulb-tee 78” prestressed girders, and 80’ span AASHTO Type III prestressed girders), g. Other experience and qualifications relevant to the proposed project: deck placements, barrier wall slipform, and architectural rail installation. In addition to Chris Bilich is an experienced Structural and Construction Engineer. He field responsibilities, Chris performed all interviewing, hiring, and staffing functions, and specializes in Construction Management (CM) and Construction served as liaison between the prime contractor, prime CEI consultant, and other sub Engineering and Inspection (CEI) for major bridge and road construction consultants. He reviewed, edited, and approved invoices to the client, tracked budgets, projects, as well as prestressed and precast concrete fabrication assessed labor and production rates across the project, and made staffing decisions inspection, and in-service bridge inspections. Chris has worked on major accordingly. bridge and road construction projects, ranging from $76 M to $800 M in US-90 Bridge Project, Bay St. Louis, MS. On this $207M design-build project, Chris’s size, as well as multiple smaller projects. His relevant work experience includes: expertise was brought to bear to evaluate and handle specialty structural inspection 183A Northern Extension, Cedar Park/Leander, TX. Chris served as Resident cases and issues. These included monitoring the bracing, erection, stressing, and Engineer, representing the Central Texas Regional Mobility Authority (CTRMA) on this grouting of main-span haunch beam (250’ total span length) post-tensioning strands, $76 million project. This project created 5 miles of new tolled main lanes, which included both longitudinal and transverse, and assisted with field inspection and analysis of 14 new bridges, two new intersections, frontage road improvements, associated utilities, problematic bulb-tee 78” girder top flanges (during erection and after deck placement). electronic toll facilities, and a Shared Use Path. Chris managed a team of 18 construction CR 179 Bridge Project, Leander, TX. Chris served at the Lead Structural Inspector for inspectors, materials testing technicians, fabrication inspectors, and document control this $3.8M bridge and road project where an existing triple box culvert was being personnel on this project, which were responsible for the complete CM/CEI on the removed and replaced with a 2-span, 160’, prestressed Type IV girder bridge. He project. This included all off-site fabrication inspection of pre-stressed concrete bridge personally inspected all aspects of the bridge’s construction, including drilled shaft girders, pre-stressed concrete deck panels, and precast concrete wall panels. Chris’ placement, bent caps, abutments, backwalls, wingwalls, deck, sidewalk, barrier rail, duties also included management of sub consultants, client, and stakeholder relations, architectural rail, and approach slabs. public involvement outreach, responding to citizen’s concerns about the project,

marketing and sales for future work both within and outside the CTRMA, budget tracking, invoice review, fee estimates, and staff management.

Lee Roy Selmon Crosstown Expressway, Tampa, FL. Chris served as the Senior Inspector during casting and superstructure erection of a series of three concrete segmental bridges totaling 5.5 miles in length (194 spans; 3,032 individual bridge segments) on this $350 million project. He supervised the activity of five bridge inspectors for the duration of segment casting and erection. Chris trained new inspectors, reviewed contractor submittals and field changes, scheduled inspection work in accordance with the contractor’s workload, completed punch list work for cast segments and erected spans, supervised the erection for typical and straddle bent spans, and monitored all stressing and grouting activities. Chris also prepared progress reports for the owner and monitored typical span-by-span erection, truss launching, longitudinal post-tensioning installation and grouting, expansion joint installation, barrier wall slip form, approach slab inspection, and fiber-reinforced concrete paving for toll plaza areas.

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6. Brief resume of key persons, specialists, and individual consultants employed by sub-consultants anticipated for THIS PROJECT. a. Name and Title: Emily K. Wohlgemuth, PE North Tarrant Parkway Project – Worked on revised culvert layout b. Project Assignment: Roadway Design US 81/287 at Avondale Haslet Road – Designed and prepared PS&E plans on relocated c. Name of firm with which associated: Aguirre & Fields, LP exit ramp and frontage road improvements d. Years’ experience: With this firm: 3.5 With other firms: 8 IH-30 at RM 2871 – Ran traffic projections to prepare for Interstate Access Justification, Environmental Document, and Schematic e. Education: BSCE / 2005 / Civil Engineering Degree(s)/Year/Specialization North Richland Hills – Worked on Construction Plans and Specs for Douglas Lane Reconstruction f. Active Registration: OK / 2014 / Civil / #29622 State/Year first registered/ ODOT - completed a one-year rotation through several divisions of ODOT Discipline/Oklahoma License Number Participated in field surveying assignments Inspector over various construction projects Oklahoma Certificate of Authority (if any) 5952 Involved in preliminary project planning and research g. Other experience and qualifications relevant to the proposed project: Performed and analyzed material tests in laboratory and field Emily has experience in transportation engineering design on a variety of Designed all aspects of roadway and bridge projects using MicroStation ODOT and TxDOT projects. She is well versed in MicroStation, Geopak, Co-Op Engineer Trainee III, Oklahoma Department of Transportation (Stillwater, OK) and AutoCAD for use in her engineering designs. Emily is experienced in Set horizontal and vertical alignments using InRoads ODOT design criterion and key staff members. Her relevant work Calculated project quantities and drainage hydraulics experience includes:

Developed and prepared roadway plans for final submission

Prepared plans for plan-in-hand and right-of-way submission CR 145, TxDOT, Wichita Falls, TX. Emily served as the engineer in training for this project. CR 145 at South Fish Creek is an off-system bridge in Cooke County. Aguirre & Fields, LP was the prime on this project. This project was challenging because Emily utilized the new Open Roads software to layout the sheets and to design all the intelligence behind the project including alignments, templates, cross sections, etc. This project was a helpful learning experience to show how we can benefit from this new technology and made us aware that we can solve more problems in the design phases which are typically ‘worked out in the field.’ On and Off-System Dallas Bridge Replacements, TxDOT, Dallas, TX. Emily served as the engineer in training for this project. The off-system bridges included CR 2310 at Rush Creek, CR 3040 at Cedar Creek, and CR SE 120 at Rush Creek in Navarro County. The on-system bridge was FM 1830 at Fincher Branch in Denton County. She calculated quantities and make project corrections. Emily worked on the typical sections, plan and profiles sheets, title sheet, horizontal and vertical alignment data, and guardrail. Walnut Street Intersection Improvements, TxDOT, Dallas, TX (12/2015 – 12/2016). Emily served as the engineer in training for this project. Aguirre & Fields, LP was the prime on this project for this PS&E submission for Walnut Street at various intersections. She helped layout the schematic and the overall look for the geometric layout submission. Emily also made project corrections, calculated quantities, and determined utility conflicts.

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7. Work by firm or members which best illustrates current qualifications relevant to THIS PROJECT (list not more than 10 projects). a. Project Name and “P”, “C”, b. Nature Of Firms Responsibility c. Project Owner’s Name and d. Completion e. Est. Cost (000’s) Location “JV” or “I” Address Date Entire Firm’s Project Portion 1. US-62 over East Branch- P PS&E for widening and resurfacing roadway and Oklahoma Department of 2018 Est. $7M Est. $432K Briggs Creek bridge replacement. Design and produce construction Transportation Cherokee County, OK plans for 2.6 miles of roadway and a triple cell RCB. 200 N.E. 21st Street Design included phased construction with Shoo-fly. Oklahoma City, OK 73105 2. SH-152 over Trail Creek, P PS&E for bridge replacement. Design and produce Oklahoma Department of 2017 Est. $1.6M Est. $222K Washita County, OK construction plans for a 3-span PCB bridge and Transportation approach roadway. Traffic detoured during 200 N.E. 21st Street construction. Oklahoma City, OK 73105 3. SH 101 over Cedar Creek P PS&E for bridge replacement. Design and produce Oklahoma Department of 2019 Est. $1.0 M Est. $257K Sequoyah County, OK construction plans for a triple cell RCB and roadway Transportation widening and shoulder improvements for 2-lane 200 N.E. 21st Street roadway. Design included phased construction with Oklahoma City, OK 73105 Shoo-fly. 4. SH-3 over Rock, Beaver P SBR assessment and PS&E for superstructure Oklahoma Department of 2019 Est. $4.6M Est. $200K and Dumpling Creek replacement & widening. Substructure repair and Transportation Pushmataha County, OK expansion to accommodate deck widening. The 200 N.E. 21st Street contract consists of 3 separated structures. Design Oklahoma City, OK 73105 included phased construction. 5. SH-51 Over West Beaver I PS&E for bridge replacement over West Beaver Oklahoma Department of 2017 Est. $4.2M $238K Creek Creek. Utilized existing roadway with widening to Transportation Logan County, OK accommodate the new bridge deck width. 200 N.E. 21st Street Oklahoma City, OK 73105 6. SH 5 over Sandy Creek I Replacement of a 240’, 3-span PC beam bridge. Oklahoma Department of 2016 $1.9M $150K Est. Harmon County, OK Design of all super and substructure elements Transportation including pile bent supports. 200 N.E. 21st Street Oklahoma City, OK 73105 7. IH 35 Frontage Road, P Widen the two-lane west I-35 Service Road between City of Moore 2015 $600K $60K Cleveland County SW 19th Street and SW 34th Street with the addition 301 North Broadway Moore, OK of a two-way left turn lane and overlay of the roadway. Moore, OK 73160

8. JKT Turnpike I Mainlane widening of 8 miles of the JKT. Project Oklahoma Turnpike Authority 2013 $55M $1M Est. Oklahoma County, OK included development of PS&E for the roadway, P.O. Box 11357 drainage, toll gantry modifications, soundwalls, bridge Oklahoma City, OK 73136 widenings, and bridge rehab. 9. US-270 Over UPRR and I PS&E for offset alignment and bridge replacement Oklahoma Department of 2017 Est. $6.9M $522K Wewoka Creek over UPRR and Wewoka Creek. Project extends Transportation Seminole, OK approx. 1 mile. 200 N.E. 21st Street Oklahoma City, OK 73105 10. US-64 Reconstruction I Reconstruction of 2-lane roadway on offset alignment Oklahoma Department of 2016 $26M $850K Est. Pawnee County, OK including bridges over Hell Roaring Creek and Ranch Transportation Creek. 200 N.E. 21st Street Oklahoma City, OK 73105

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8. Use this space to provide any additional information or description of resources (including any computer design capabilities) supporting your firm’s qualifications for the proposed project.

Aguirre & Fields, LP is a recognized leader in structural and civil design services for transportation projects, including highways, bridges, water and wastewater structures, and individual building sites. Our engineers focus on providing solutions that are sustainable and economical, with a goal of designing public infrastructure to last for generations. We have a proven history of completing projects on time and within the established budget. Aguirre & Fields has solved complex infrastructure problems for cities, counties, and public agencies. We can meet the particular needs of cities and counties coping with growth, as well as mature municipalities and state agencies needing to maintain their facilities within operating budgets. We take a hands-on approach to the work, assuming personal responsibility for the project’s success. Aguirre & Fields is the designer of record on over 250 bridges. After 18 years in practice, we have established a quality reputation and a high level of trust with our clients. Our team of structural engineers has designed timber, concrete, steel, prestressed beam, prestressed box beam, pan girder, steel plate girder, and post-tension concrete bridges as well as several major steel railroad bridges, grade separations, direct connectors, through-girders, pedestrian, and utility bridges. We also have extensive experience in the design of retaining walls including MSE, cast-in-place cantilever, sheet pile, tie-back, drilled shaft, rock dowel, and soil nailed walls for significant highway bridges and other transportation projects. The complement to our structural services and a backbone of Aguirre & Fields are our roadway engineering capabilities. We have a solid repertoire of roadway design projects, ranging from rural roads to urban freeways. Although we are considered a small company, our transportation division is comparable in skill and capacity to many older and more sizable firms. Additionally, over 60% of our staff is composed of Professional Engineers and EIs, providing our clients with engineers fully capable of managing and designing any size project. In addition to our broad design experience, Aguirre & Fields provides a full suite of Construction Services for transportation infrastructure projects. Our clients appreciate our knowledgeable and professional staff that work tirelessly to protect their interests as well as those of their stakeholders. Aguirre & Fields offers a complete package of Construction Services, scalable to fit any size project, designed to facilitate the on-time and on-budget delivery of our clients’ projects. Innovation and technology are key components of our work at Aguirre & Fields. Our experience with OpenRoads and OpenBridges, as well as our growing use of drones, is allowing our engineers to identify challenges early on so that conflicts may be resolved prior to the start of construction activities. This saves our clients time and money, preventing any rework during construction and allowing schedules to be met. Aguirre & Fields approaches each project with a high level of enthusiasm and respect for its individuality and character. We diligently analyze and plan our project schedule ahead of time to ensure timely completion. We will take into consideration the unique needs and resources available for this project. We have the capacity, resources, experience, and qualifications to ensure timeliness for our quality submittals. Aguirre & Fields exists to provide opportunities for our people to flourish and to serve as good stewards of society’s infrastructure. We are a quality-focused, character-based firm. This is the foundation on which we perform work and conduct ourselves.

9. 61 O.S., § 64. Offenses Any consultant or person doing architectural, surveying or engineering work for the State of Oklahoma, their agents, servants or employees, who shall receive gratuity from any contractor or builder of any public building or works, or solicit, receive or make any political contribution from or to a contractor or a builder of any public building or works, or who attempts to interfere with the competitive bidding process of the State of Oklahoma in any manner, is guilty of a misdemeanor, and upon conviction thereof shall be fined not less than One Hundred Dollars ($100.00) nor more than Five Hundred Dollars ($500.00), and by imprisonment in the county jail for not less than six (6) months nor more than one (1) year. Any contractor or builder of any public building or works, their agents, servants or employees, who shall offer any gratuity or political contribution to any consultant doing architectural, surveying or engineering work for the State of Oklahoma, or who attempts to interfere with the competitive bidding process of the State of Oklahoma in any manner, is guilty of a misdemeanor, and upon conviction thereof shall be fined not less than One Hundred Dollars ($100.00) nor more than Five Hundred Dollars ($500.00), and by imprisonment in the county jail for not less than six (6) months nor more than one (1) year.

14. The undersigned hereby certifies that the facts stated herein are true and correct. Date: Return this form along with your letter expressing interest to the agency from whom Signature: Typed Name and Title: Robert Rose, PE, Project Manager 07/21/2017 you received the notice of this project.

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