APPENDIX A – RESUMES OF KEY STAFF Key Individuals Resume Number Sam Barchus – Design-Build Manager ...............................A1 Kainan Bodenlos – Design-Build Const. Manager ..............A2 Brian Nicholas – Project Design Manager ..........................A3 Frank Nelson – Bridge Systems Lead ................................A4 Gary Rayor – Bridge Engineering Lead ..............................A5 Gary Stensland – Principal Compliance Oversight .............A6 Katharine Lee – Permitting & Env. Compliance Lead .........A7 John Kalvelage – Principal Quality Oversight .....................A8 Scott Snelling – Independent Mechanical Reviewer ...........A9 Mike Abrahams – Independent Structural Reviewer .........A10 Bill Carter – Construction Quality Manager .......................A11 Stewart McCornack – Lead Construction Inspector ..........A12

KEY INDIVIDUALS

A1

SAM BARCHUS

ROLE Design-Build Manager

YEARS OF EXPERIENCE

16 years

EDUCATION BS, Construction Engineering Management Oregon State University

EXPERIENCE Wyeth Columbia River Treaty Fishing Access Site Design-Build, Wyeth, Oregon Sam is the Senior Project Manager of this $9 million design-build project to build a structural steel bridge over a railroad, rock breakwaters, concrete docks, and concrete boat ramp, and a 15-acre campsite facility.

Lake Full Lake Oswego Interceptor Sewer, Lake Oswego, Oregon Sam was the Senior Project Manager of this extremely challenging $26 million project in a constrained, sensitive site. The project consisted of installing more than 3 miles of HDPE pipe submerged 15 feet under the surface of the lake supported by 450 rock anchors with stainless steel tether cables attached to buoyant tubes. More than 250 steel pipe piles support the sewer line at each shallow end of the lake.

Northeast Electrification Design-Build Project, Massachusetts/Connecticut This $300 million design/build project for Amtrak converted the existing track from Boston, Massachusetts, to New Haven, Connecticut, to electric service. Sam was the overall field coordinator for the installation of over 13,000 concrete foundations that support an overhead catenary electrical system. Duties included scheduling of materials, crews, drill equipment on rail and Amtrak flaggers. Sam was also involved with coordination of design field resolutions and ensuring all permits had been obtained prior to entering new zones.

Youngs Bay Bridge Lift Span Rehabilitation, Astoria, Oregon Sam was the Senior Project Manager on this $8 million project for the Oregon Department of Transportation, which consisted of rehabilitating the lift span on the Youngs Bay Bridge in Astoria, Oregon. The bridge had to remain operational except for very short windows to replace motors, bearings, shafts, and controls.

John Day Dam Temporary Spillway Weir (TSW), John Day, Oregon Sam was the Senior Project Manager on this $1.4 million project for the Army Corp of Engineers Portland District. The project consisted of fabricating, delivering, and installing two TSWs, one TSW Gate, and one TSW Gate Lifting Frame at the John Day Dam. This project received an outstanding rating from USACE.

KEY INDIVIDUALS

A1

SAM BARCHUS continued Design-Build Manager

EXPERIENCE San Francisco Oakland Bay Bridge – Skyway Project, San Francisco/Oakland, California As Job Superintendent, Sam had overall responsibility for the transportation and erection of 452 precast concrete bridge segments. The $1.2 billion Skyway Project replaces the Eastern portion of the San Francisco Oakland Bay Bridge. The project consisted of constructing twin 90-feet-wide precast segmental bridges that total 13,800 feet in length. The segments weighed up to 800 tons and were hoisted up to 150 feet above the water. Included in Sam's responsibilities were: design, fabrication, assembly, and implementation of the segment erection equipment; engineering and supervision for transporting the segments by barge from Stockton, California; erection, epoxy, and post-tensioning of all segments; concrete closures; and final bridge jacking. Immediately supervised up to 15 superintendents/engineers and 70 craft workers.

Sunset/I-90 Interchange, Issaquah, Washington This $65 million project for the Washington State Department of Transportation consisted of a new interchange over I-90 in Issaquah, Washington. Sam was a Field Superintendent responsible for planning of falsework and formwork, girder erection, and concrete placement for four bridges. Other duties included cost control, project schedule, design and construction of a temporary bridge over an environmentally-sensitive creek, and assistance with CIDH pile construction.

Selah/SR82 Interchange, Selah, Washington Sam was a Field Superintendent on this $34 million bridge project for the Washington State Department of Transportation. Field responsibilities included precast concrete girder erection for seven bridges, steel plate girder erection on two steel bridges, steel bridge launch over the Yakima River, trestle removal, existing steel bridge rehabilitation, bike path construction, and traffic control. Other duties included safety, planning, field operation scheduling, purchasing, and cost control.

Arroyo Seco Bridge Retrofit, Los Angeles, California Sam was a Field Engineer on this $11 million project for Los Angeles Metropolitan Transportation Authority. The project consisted of demolition of the existing Arroyo Seco Railroad Bridge, retrofitting of steel towers, and construction of a new bridge for light rail service. Responsibilities included field layout for tower retrofit and steel erection, traffic control, survey, production monitoring, and cost control.

Los Angeles River Bridge, Los Angeles, California This $14 million project consisted of a cast-in-place segmental bridge over the Los Angeles River. Sam was a Field Engineer responsible for cofferdam construction, pier table falsework, and the monitoring of subcontractors for shaft and retaining wall work.

KEY INDIVIDUALS

A2

KAINAN BODENLOS

ROLE Design-Build Construction Manager

YEARS OF EXPERIENCE

8 years

EDUCATION BS, Construction Engineering Management Oregon State University MS, Civil Engineering University of Texas

EXPERIENCE Lake Pend Oreille Bridge 3.9, Sandpoint, Idaho Kainan was the Project Manager on this $10 million project for the BNSF Railway Company. This project consisted of replacing 880 LF of existing railroad bridge over Lake Pend Oreille while the railroad remained active. With up to 50 trains per day traveling this bridge, AAC had 4-6 hour windows to drive pile, set pile caps, and replace structural steel bridge sections. This project required exhaustive coordination efforts with all parties involved to keep trains flowing and not delaying them beyond the scheduled 4-6 hour windows of work. AAC accomplished the complete project ahead of schedule, under budget, and without a single train delay.

Youngs Bay Bridge Lift Span Rehabilitation, Astoria, Oregon Kainan was the Project Manager on this $9 million project for the Oregon Department of Transportation. This project consists of retrofitting the mechanical lift span; including the replacement of motors, controls, brakes, bearings, gears, and associated mounting supports. High traffic volumes required all work to be conducted during night closures of the bridge. Considerable coordination efforts were necessary in order to maintain an efficient and safe work zone for various contractors. In addition to the machinery rehabilitation, new structural steel was installed, the complete structure was blasted and painted, and the operator's house was remodeled.

Burnside Bridge Lift Span Rehabilitation, Portland, Oregon Kainan was the Project Manager on this $8.3 million project retrofitting the Burnside Bridge in Portland, Oregon, for Multnomah County. Work involved replacement of controls, motors and brakes; design and installation of a water ballast system to compensate for replacement of the bascule lift span concrete deck. Due to the high volume of marine and vehicular traffic utilizing the Bridge, AAC was required to maintain lift capabilities and two lanes of traffic for the majority of the project. Replacement of the lift span concrete deck was further complicated by the need to rehabilitate the lift span machinery during the same time. The project's most complicated piece of work was replacing the east counterweight trunnion bearings, requiring AAC to design a synchronous hydraulic lift system capable of lifting 4800 tons. The counterweight was suspended by eight 4-inch diameter rods while crews worked around the clock over a three-week period to replace the bearings. Several unknown obstacles arose during the work, which AAC was able to overcome to complete the work ahead of schedule.

KEY INDIVIDUALS

A2

KAINAN BODENLOS continued Design-Build Construction Manager

EXPERIENCE Fisherman's Terminal, Eureka, California Kainan was the Project Engineer for the construction of the $5 million Fisherman's Terminal for the City of Eureka, California. The project began with the demolition of an existing deteriorated timber wharf. Pile driving consisted of 492 lineal feet of bulkhead sheet piling and 98 concrete pilings. A high-volume jet pump was used to assist installation of the concrete pilings due to dense soil strata. Precast concrete panels were placed over cast-in-place concrete pile caps. The topping slab included inlaid architectural stamped concrete. Other items of work included excavation and disposal of petroleum-contaminated soil, site utilities, over 9000 tons of embankment, asphalt paving, and landscaping.

KEY INDIVIDUALS

A3

BRIAN NICHOLAS, PE

ROLE Project Design Manager

YEARS OF EXPERIENCE

15 years

EDUCATION MS, Structural Engineering Oregon State University

EXPERIENCE I-5: McKenzie River to Goshen Grade Section Design-Build, Lane County, Oregon Design Manager for this $60 million design-build project that included the replacement of six bridges, rehabilitation of two reinforced concrete bridges on the I-5 freeway, and total redesign and construction of I-5/OR 58 Interchange in Eugene, Oregon.

I-5: Weaver Road Design-Build (Bundle 306), Douglas County, Oregon Design Manager for this $51 million design-build project replacing six bridges and rehabilitating two concrete bridges.

South Corridor, I-205 Segment Design-Build for South Corridor Constructors/TriMet, Portland, Oregon Design Manager responsible for delivery of bridge, retaining wall, and soundwall design packages for this $163 million design-build project, including a 6.5-mile extension of the TriMet light rail system, construction of ten new bridges, modification of seven existing structures, and construction of over 240,000 square feet of new retaining and sound walls along I-205.

Mt. Hood-Chemult Bridges Design-Build, Clackamas, Jefferson, Deschutes, and Klamath Counties, Oregon Design Manager for this $30.5 million design-build project that included the replacement of 12 bridges and highway construction over Chemult Pass on 200 miles of roadway including highways 171, 26, and 97.

Central Oregon Highway Bridges Design-Build, Malheur and Harney Counties, Oregon Design Manager for this $25.5 million design-build project that included replacement of 16 bridges and associated highway construction spanning 140 miles and realignment of one section of US 20.

Willamette River (Morrison) Bridge Rehabilitation, Portland, Oregon Project Manager for this deck replacement and structural steel rehabilitation. The project will replace existing steel grating on two bascule lift spans with fiber reinforced polymer decking, replace existing concrete deck surfacing with a microsilica overlay, and repair and permanently correct cracks found in the existing bascule cantilever steel truss structure.

223rd Avenue (UPRR Mainline) Undercrossing, Fairview, Oregon Project Manager for this $6 million project replacing an existing historic railroad bridge with a modern 110-foot-long steel girder bridge carrying the busiest UPRR mainline track in Oregon. The project involved extensive collaboration with UPRR engineering and operational personnel.

KEY INDIVIDUALS

A3

BRIAN NICHOLAS, PE continued Project Design Manager

EXPERIENCE Stringtown Bridge Replacement, Myrtle Point, Oregon Bridge Designer for this OTIA III project to replace a 600-foot-long, 20-span concrete deck girder bridge built in 1961. Brian designed the new 610-foot-long, six-span continuous post-tensioned concrete curved box girder replacement structure. A low-profile superstructure accommodated design floods with no significant rise in approach grade, and it was designed as ultra-low-maintenance by eliminating bridge bearings and expansion joints.

Reserve Training Center Design-Build Project, MCC Camp Pendleton, California Project Manager for this design-build project involving the construction of a light armored cavalry reserve battalion training center, headquarters, vehicle maintenance facility, armory, parade ground, and parking facilities. This project was delivered on time and on budget with a performance rating of "Outstanding" from the Marine Corps' project management team.

Base Bridge Design-Build Project, MCC Camp Pendleton, California Project Manager for this design-build project involving the reconstruction of the base bridge at Camp Pendleton, including standard institutional facility construction as well as food service, inmate security, and armory systems. This project received a performance rating of "Outstanding."

Enlisted Dining Facility Design-Build, MCAGCC Twenty-Nine Palms, California Project Manager for this design-build project involving the construction of the new main dining hall at Twenty-Nine Palms Marine Corps Training Center. The facility is capable of serving over 80,000 meals per day. This project received a performance rating of "Outstanding."

Carrier Air Group Command Center Design-Build Project, NAS Lemoore, California Contracting Officer and DOD Project Manager for this design-build project, which included the construction of a new command center for a Carrier Air Group and eight naval air wings. This project was completed on time and under budget.

Hanger 5 Design-Build Project, NAS Lemoore, California Contracting Officer and DOD Project Manager for this design-build project for the reconstruction of Hanger 5 at Naval Air Station, Lemoore, California. This project was completed on time and under budget.

Navy Lodge Design-Build Project, NAS Lemoore, California Contracting Officer and DOD Project Manager for this design-build project that included site development and construction of a new Navy Lodge. The project was completed on time and on budget.

PROFESSIONAL AFFILIATIONS & PUBLICATIONS

Society of American Military Engineers (member) Test of RC Deck Girders with 1950s Details, Journal of Bridge Engineering, ASCE, September/October 2007

KEY INDIVIDUALS

A4

FRANK J. NELSON, PE

ROLE Bridge Systems Lead

YEARS OF EXPERIENCE

39 years

EDUCATION BS, Electrical Engineering University of Colorado MS, Electrical Engineering University of Washington

EXPERIENCE Ben Sawyer Bridge Rehabilitation, Charleston County, South Carolina Developed the Electrical Design Criteria for this design-build project, which completely replaced the bridge superstructure, including the in-kind replacement of the swing span. The electrical and mechanical systems were completely replaced. Assisted the DOT through design and shop drawing review. (Project completed prior to employment with PB)

Columbia River Interstate (I-5 NB) Bridge Trunnion Replacement, Clark County, Washington, and Multnomah County, Oregon Design Manager for this $4.5 million replacement of sheaves, trunnions, bearings, and counterweight ropes. Frank developed the Best Value contract method (Price plus Qualifications or A+C) for it, the first done for FHWA-funded work. Included incentives for innovative return of the bridge to both I-5 vehicle traffic and Columbia River maritime traffic. (Project completed prior to employment with PB)

Columbia River Interstate Bridge, Clark County, Washington, and Multnomah County, Oregon Design Manager for this $13 million replacement of complete electrical and control systems for the twin I-5 lift bridges, including major renovation of the operator house and replacement of open gears in the NB bridge machinery room with an enclosed gearbox. The bridges are controlled by 4 PLCs, and operation is by redundant touchscreens plus additional touchscreens for maintenance actions. Each bridge is lifted by a redundant pair of 75 HP flux-vector controlled 480VAC motors. (Project completed prior to employment with PB)

Columbia River Interstate (I-5 NB) Bridge Painting, Clark County, Washington, and Multnomah County, Oregon Design Manager for this $13 million removal of the lead-based paint system on the bridge and replacement with three-coat urethane system. Project was developed for work to be done with all lanes of I-5 open. (Project completed prior to employment with PB)

KEY INDIVIDUALS

A4

FRANK J. NELSON continued Bridge Systems Lead

EXPERIENCE Siuslaw River (Florence) Bridge Rehabilitation, Lane County, Oregon Design Manager for this $1 million project that replaced the severely fractured steel grid deck on this historic McCullough-designed moveable bridge with a Martin Marietta-supplied fiber-reinforced polymer deck on the two bascule leaves. The wearing surface is urethane concrete which has held up well for 5 years. The project also replaced the deteriorated fender system and wooden sidewalks with reinforced recycled plastic timber. The contractor for this work was Advanced American Construction. (Project completed prior to employment with PB) Youngs Bay Bridge Lift Span Rehabilitation, Clatsop County, Oregon Design Manager for this $8 million rehabilitation project that replaced the lead-based paint system and the electrical power and control systems; provided PLC and touchscreen based operator control; submarine cables to replace overhead lines; and repaired and replaced traffic control devices. The contractor for this work was Advanced American Construction. (Project completed prior to employment with PB)

Coquille River (Bullards) Bridge Rehabilitation, Coos County, Oregon Design Manager for this $4 million vertical lift rehabilitation project that replaced open gearing mechanical system with direct drive to sheaves, flux vector control of redundant motors on each sheave, a new operator building off of the bridge, and new maintenance walkways and ladders, including a tower-to-tower maintenance bridge. (Project completed prior to employment with PB)

SR 99 Alaskan Way Viaduct Bored Tunnel Alternative Design-Build Contract, King County, Washington Developed the Tunnel Control System Design Criteria for this design-build project, which integrates traffic control, electrical and mechanical equipment control, telephones, two-way public service radio, and traffic cameras into a high-capacity, high-speed, hardened, fiber optic ring. Frank was selected to take over as the Consultant Tunnel Systems Lead to assist completion of the request for proposals and any addenda generated from proposer requests for information. This involved extensive coordination with designers across the country and with local stakeholders. (Project completed prior to employment with PB)

PROFESSIONAL AFFILIATIONS & PUBLICATIONS

Institute for Electrical and Electronic Engineers Heavy Movable Structures

KEY INDIVIDUALS

A5

GARY RAYOR

ROLE Bridge Engineering Lead

YEARS OF EXPERIENCE

36 years

EDUCATION BS, Civil Engineering University of Colorado

EXPERIENCE Willamette River (Morrison) Bridge Rehabilitation, Portland, Oregon Project Engineer for this bascule span steel rehabilitation, deck replacement, and structural rehabilitation project for the Morrison Bridge. The project will replace existing steel grating on two bascule lift spans with fiber-reinforced polymer decking and repair fractures found in the existing bascule cantilever steel truss structure. Gary provided load rating of structural steel, evaluation of causes of fractures, and research of fracture repair best practices that led to readily-constructible permanent repair details.

Burnside Bridge Bascule Span Rehabilitation, Portland, Oregon Project Engineer for bascule span steel rehabilitation, counterweight shoring and span balancing, shoring for phased deck removal and replacement under continuous navigation on the Willamette River, trunnion and live load shoe rehabilitation, coordination between structural and mechanical/electrical rehabilitation, seismic retrofit, deck stormwater drainage and treatment, and painting. Work spanned programmatic overall rehabilitation prioritization, preliminary and final engineering for phased rehabilitation through construction on this Multnomah County moveable bridge. Gary provided coordination between mechanical and structural repairs that resulted in control of deflection and stresses, as well as span balancing during construction.

St. Johns (Willamette River) Bridge Rehabilitation, Portland, Oregon Project Engineer for special structural steel rehabilitation and specialty components, such as castings for main cable and suspender rehabilitation. Work included structural stability and stress analyses for phased deck removal on this complex suspension bridge structure. The overall project involved a multi-stage deck removal and reconstruction on this 2,000-foot-long 1931 historic suspension bridge and 2,000-foot long approach steel deck truss viaduct with span lengths up to 180-feet long. Gary provided cable rehabilitation methodologies and jacking schemes that resulted in stress-controlled installation and verifiable documentation of installation of new cables.

Rogue River (Gold Beach) Bridge Rehabilitation, Gold Beach, Oregon Project Engineer for the strengthening of Pier 2 under a design-build contract within a larger design-bid-build rehabilitation project, and decorative lighting on the historic seven-span concrete deck arch bridge rehabilitation. The overall project included Pier 2 foundation strengthening; deck overlay; rail, joint, and architectural detail replacement; and drainage, lighting, and seismic upgrades. Gary provided cofferdam design and Pier 2 foundation strengthening that utilized creative solutions to fully transfer load to the new eight-foot-diameter drilled shafts.

KEY INDIVIDUALS

A5

GARY RAYOR continued Bridge Engineering Lead

EXPERIENCE South Umpqua River (Myrtle Creek) Bridge Rehabilitation, Myrtle Creek, Oregon Senior QC Engineer for the rehabilitation and widening of this historic 548-foot-long arch bridge. The bridge is a three-span deck arch with rigid frame and deck girder approach spans. The widening is essentially a twin structure adjacent to and adjoining the existing structure. The project also returned the bridge to its historically-correct appearance by installing a historic replica of the original rail. Special details also included lighting. Gary provided his experience with historic bridge structures, which allowed the design team to propose readily-constructable and structurally-superior detailing.

Union Street (Willamette River) Railroad Bridge Painting and Rehabilitation, Salem, Oregon Senior QC Engineer for this historic moveable steel bridge rehabilitation project. Gary assisted with designing the custom-tailored overcoat procedure that included structural evaluation and repairs on failed bearings and cable maintenance recommendations. Gary provided evaluation support of existing lift cable conditions and greasing specifications that allowed OBEC inspectors to determine the cables were in good condition and needed no major additional work.

I-5 Wilsonville – Hayesville Interchange Design-Build, Clackamas & Marion Counties, Oregon Senior Engineer for the staging and bridge jacking plan design for the temporary detour bridges, a critical component of this $23 million design-build project that included twin bridge replacements and pavement preservation. Gary provided jacking methodology and sequencing that allowed for controlled lifting of a 64-foot-wide by 100-foot-long temporary four-lane detour six feet within the median of Interstate 5 to facilitate the reuse of the bridge in Phase 2 of construction.

I-5 Weaver Road Design-Build, Douglas County, Oregon Design QC Engineer for structural components as part of this design-build project that included three bridge replacements and a new 2,500-foot-long ramp. Gary provided senior guidance to OBEC staff that contributed to the cost effective and safe construction of the project.

PROFESSIONAL AFFILIATIONS & PUBLICATIONS

Structural Engineers Association of Oregon ACEC Oregon

KEY INDIVIDUALS

A6

GARY STENSLAND

ROLE Principal Compliance Oversight

YEARS OF EXPERIENCE

23 years

EDUCATION BA, Environmental Science University of Buffalo Certificate Program in Wetland Science and Management University of Washington

EXPERIENCE I-405 Bellevue Braids Design-Build, Bellevue, Washington Gary is currently the Environmental Compliance Manager (ECM) for the Atkinson Construction team overseeing design and construction for environmental compliance with project environmental commitments and permits. Responsible for the overall environmental compliance for the project.

I-405, I-5 to SR 169 Stage 1 – Widening Design-Build, Renton/Tukwila, Washington Gary is the ECM for the Tri-State Construction team overseeing design and construction for environmental compliance with project environmental commitments and permits (June 2007 to Present). Responsible for the overall environmental compliance for the project. The project is nearly complete and to date has avoided permit violations and has received 100 percent of the environmental incentive award available for the project (evaluation criteria include: environmental awareness, environmental inspection and compliance monitoring, and reacting to non-compliance events). The project has also received WSDOT's 2010 Partnership for Environmental Excellence In Construction Management Award.

On-Call Environmental Construction Compliance Services,SR-18 Maple Valley to Issaquah-Hobart Rd, WSDOT, Maple Valley, Washington On-site Environmental Compliance Inspector for WSDOT from May 2004 to May 2007. Services performed include: identifying sensitive areas (wetlands, streams, and their buffers) in the project area; meeting on-site with resource agencies; reviewing the contract plans and identifying conflicts between the plans and the permits; preparing permit revisions and coordinating with WSDOT's permit coordinators to obtain agency approvals; reviewing contractor work plans; conducting inspections of temporary erosion and sediment control BMPs; conducting water quality monitoring and preparation of notifications to resource agencies for non-compliant discharges; training other WSDOT compliance inspectors; overseeing the construction of wetland and stream mitigation and restoration sites; assisting WSDOT biologists with fish exclusion activities during in-water work by the contractor; and preparing required project notifications to the agencies prior to and during various in-water work activities by the contractor. Ensuring compliance with the Clean Water Act, Endangered Species Act, Washington State regulations, and project permits.

KEY INDIVIDUALS

A6

GARY STENSLAND Principal Compliance Oversight

EXPERIENCE I-5 Everett, SR 526 to US 2 HOV Lanes Design-Build, Everett, Washington Performed environmental compliance training for design-build project staff; provided technical support to Atkinson Construction's environmental compliance manager (ECM) and PBS's on-site environmental compliance inspector; reviewed additional areas of work outside original project limits for jurisdictional ditches and wetlands; performed independent temporary erosion and sediment control (TESC) and environmental compliance audits and reviews of the project.

I-405 South Bellevue, 112th Ave SE to SE 8th Freeway Widening Design-Build, Bellevue, Washington Prepared an environmental training node for Atkinson's web-based safety training orientation program; performed environmental compliance training for design-build project staff; provided technical support to Atkinson Construction's (ECM) and PBS's on-site environmental compliance inspector; revised permits and stream mitigation plans for design changes proposed; performed independent TESC and environmental compliance audits and reviews of the project; reviewed and confirmed wetland boundaries identified by WSDOT in wetlands discipline report.

Environmental Construction Liaison, WSDOT NW Region Provided on-site assistance to WSDOT from 1999 through 2000 to set up a construction compliance program in the NW Region. Gary and WSDOT staff jointly prepared policies and procedures for WSDOT to follow in the event of a release from a construction site or non-compliance with permit conditions; reviewed construction projects for compliance with environmental permits and the Endangered Species Act; and acted as liaison between WSDOT's construction offices and the regulatory/permitting agencies, including Ecology, Washington Department of Fish and Wildlife, National Marine Fisheries Service, US Fish and Wildlife Service, and local agencies. Some examples of the WSDOT construction projects that Gary worked on under this contract included: I-5, Federal Way Park and Ride Lot; I-5, Stanwood/Bryant Weigh Station; SR 99/SR 525 Interchange; SR 522, SR 9 to Paradise Lake Road Widening; SR 2, Snohomish River Bridge Replacement; I-5, Ship Canal Bridge Seismic Upgrades; I-405, HOV Lanes; SR 520, NE 40th Interchange; SR 520, Bear Creek Relocation; and SR 520, HOV Lanes.

On-Call Environmental – Water Quality Services, WSDOT NW Region Contract and Project Manager for technical support to WSDOT's NW Region Water Quality group in 1999 and 2000. Tasks performed under the contract included providing co-located staff to conduct technical reviews of Stormwater Site Plans and TESC plans; reviewing and providing input into the revisions to WSDOT's Highway Runoff Manual; preparing templates for SSPs and TESC plans; developing an audit program to evaluate how effective WSDOT's current erosion and sediment control training and construction procedures were.

PROFESSIONAL AFFILIATIONS & PUBLICATIONS

Society of Wetland Scientists

KEY INDIVIDUALS

A7

KATHARINE LEE

ROLE Permitting and Environmental Compliance Lead

YEARS OF EXPERIENCE

25 years

EDUCATION BS, Forestry; MS, Forest Ecology University of Montana

EXPERIENCE I-405 Bellevue Braids Design-Build, Bellevue, Washington Conducted wetland delineation and jurisdictional ditch verifications and prepared Environmental Compliance Plan, SWPPP, roadside restoration plan, spill prevention control and countermeasures (SPCC) plan, and environmental awareness training program for this $107 million WSDOT highway improvement project.

I-405, I-5 to SR 169 Stage 1 – Widening Design-Build, Renton/Tukwila, Washington Conducted wetland delineation verifications, assisted ECM with the preparation of Environmental Compliance Plan, permit revisions, and performed back-up Environmental Compliance Manager and Environmental Compliance Inspector services for this $92 million WSDOT highway improvement project.

I-5 Everett, SR 526 to US 2 HOV Lane Design-Build, Everett, Washington PBS's Project Manager responsible for overseeing environmental compliance and supporting Atkinson's Environmental Compliance Manager on this $240 million WSDOT highway improvement project. Prepared environmental compliance plan, provided environmental project oversight, managed PBS' on-site environmental compliance inspector, and developed environmental awareness training program.

I-405 South Bellevue, 112th Ave SE to SE 8th Freeway Widening Design-Build, Bellevue, Washington Conducted wetland delineation verification survey within the project footprint, prepared a revised stream mitigation plan for the alternative technical concept (ATC) proposed by the design-build team, prepared permit revisions for the ATC, and advised the design-build team on permit issues, environmental commitments, and regulations throughout this $120 million WSDOT highway improvement project.

Meydenbauer Creek Sewer Replacement & Bank Stabilization, Bellevue, Washington As PBS's Project Manager, prepared federal, state, and local permits, City of Bellevue critical areas report, mitigation plan, and Biological Assessment for impacts to the stream bank associated with replacing a sewer line and stabilizing a stream bank to Meydenbauer Creek. Performed environmental construction oversight and support services to ensure compliance with project environmental permits and approvals.

KEY INDIVIDUALS

A7

KATHARINE LEE Permitting and Environmental Compliance Lead

EXPERIENCE Fraser Street Pedestrian & Bicycle Safety, Bellingham, Washington Project Manager on the City of Bellingham's pedestrian and bicycle safety improvement project. Prepared and obtained federal, state, and city permits, critical areas reports, and biological assessment for adding bicycle lanes and pedestrian access along a stretch of road that was bordered by high quality wetlands and that crossed two sensitive salmonid streams. Proposed the use of a pin-pile boardwalk to avoid impacts to sensitive areas. Worked with WSDOT on FHWA and local agency approvals.

Bellevue Influent Trunk Sewer Replacement, Bellevue, Washington As PBS's Project Manager, provided environmental permitting support to the project team, including development of a permit matrix, preparation of an environmental assessment report, and preparation of all permit submittals.

Tacoma Mall Expansion, Tacoma, Washington PBS's Project and Environmental Compliance Manager for mall owner Simon on this large mall expansion project. Prepared SWPPP, obtained NPDES permit and City of Tacoma stormwater permits, provided water quality and sediment and erosion control oversight, and managed PBS's environmental compliance inspectors. Included regular inspection of BMPs, water quality monitoring, reporting and working with contractors to keep site compliant with Washington State Department of Ecology and City of Tacoma permits and regulations.

PROFESSIONAL AFFILIATIONS & PUBLICATIONS

Certified Erosion & Sediment Control Lead Professional Wetland Scientist Society of Wetland Scientists

KEY INDIVIDUALS

A8

JOHN KALVELAGE, PE

POSITION Principal Quality Oversight

YEARS OF EXPERIENCE

18 years

EDUCATION BS, Civil Engineering Washington State University

EXPERIENCE I-405/I-5 to SR 169 Stage 1 – Widening Design-Build, King County, Washington As the Design Manager, John provided QA/QC oversight, ensuring that the team was administering and meeting the quality program as defined by the project-specific quality plan. The $92 million project added general purpose and auxiliary lanes and also extended an HOV lane. Structural components included rehabilitating multiple ramp connections and replacing two I-405 bridges. The project included accelerated timelines and Maintenance of Traffic and Staging plans to achieve critical milestones for corridor mobility goals. The project also addressed elements that improve the environment for people, wildlife, and habitat, such as improved water quality, and restored and enhanced stream and wetland habitat along the Springbrook Creek Trail. The project set a record for WSDOT by starting construction only two months after NTP.

Oregon City Arch Bridge Rehabilitation, Oregon City, Oregon As the Project Manager for the rehabilitation of this historic steel and concrete bridge, John is providing QA/QC oversight to ensure all structural, historical, and mobility project elements are thoroughly addressed. The severely weakened 755-foot-long structure requires extensive rehabilitation, including deck overlay; replacement of key concrete components, sidewalks, rails, pylons, and replica luminaires; and custom detail and structural work.

Union Street (Willamette River) Railroad Bridge Painting and Rehabilitation, Salem, Oregon As the Project Manager for this historic moveable steel bridge painting project, John oversaw the QA/QC program that covered lead abatement, painting, and structural components on an accelerated schedule. The rehabilitation included a custom-tailored overcoat procedure as well as structural evaluation and repairs of failed bearings.

Sandy Road (Lusted Road) Bridge, Clackamas County, Oregon John oversaw the QA/QC program and served as Design Manager for the rehabilitation and seismic retrofit of this 300-foot-long pin-connected Pennsylvania-Pettit truss. The bridge was originally part of the Burnside Bridge in Portland, Oregon, and it includes nautical design components that are remnants of its prior use as a crossing of the Willamette River shipping channel.

Interstate MAX Light Rail Extension Line Section 10C Design-Build, Tri-Met, Portland, Oregon Lead Bridge Design Engineer for this $33 million, 4,000-foot-long, 28-span bridge project. He was responsible for a unique structural design approach that contributed to overall savings of approximately $2.8 million for the owner. The design-build team finished two months ahead of schedule, and the project was named the Society of American Military Engineers 2004 Project of the Year.

KEY INDIVIDUALS

A8

JOHN KALVELAGE, PE continued Principal Quality Oversight

EXPERIENCE I-5: McKenzie River to Goshen Grade Section Design-Build, Lane County, Oregon As Project Manager for this $60 million project, John oversaw the QA/QC program. Primary project components included the replacement of six bridges, repair of two bridges on the I-5 freeway, and total redesign and construction of the I-5/OR 58 Interchange in Eugene, Oregon. This project includes two 800-foot-long three-lane bridges over the McKenzie River, which is considered essential salmonid habitat. John's responsibilities included QA/QC oversight and coordinating the work of the entire design team performing bridge, traffic control, highway, drainage, landscape, foundation and hydraulic design, as well as environmental permitting, right-of-way acquisition, survey, archeological studies, and context-sensitive and sustainable solutions.

Mt. Hood-Chemult Bridges Design-Build, Clackamas, Jefferson, Deschutes, and Klamath Counties, Oregon As Project Manager for this $30.5 million design-build project, John ensured that the QA/QC program was thoroughly implemented. Major project components included 12 bridges and associated highway construction over Chemult passing lanes on 200 miles of highways 171, 26, and 97. His responsibilities included coordinating the work of the entire design team and serving as the primary liaison with the contractor, Wildish, and ODOT's Project Manager. The project was completed on time and under budget in spite of several redesigns due to changes in site conditions and a delay in the construction and maintenance agreement with a railroad. Traffic staging plans and bridge designs were redesigned under tight time constraints to keep the project on schedule. This structure also set a design record in Oregon for the longest single unit precast girder bridge, spanning over 183 feet. This span allowed the contractor to construct a bridge over the rail and roadway rights-of-way without falsework in the railroad clearance envelope.

Central Oregon Highway Bridges Design-Build, Malheur and Harney Counties, Oregon As Project Manager for this $25.5 million design-build project, John provided QA/QC program oversight. Primary project components included replacement of 16 bridges and associated highway construction spanning 140 miles, as well as realignment of one section on US 20. His responsibilities included coordinating the work of the entire design team and serving as the primary liaison with the contractor, Wildish, and ODOT's project manager. The project included interim milestones for non-restricted freight traffic that required aggressive design schedules and environmental permitting strategies. The project was completed on time, on budget, and with no claims in spite of mid-project changes in COE jurisdictional wetland boundaries that required traffic and bridge staging redesigns.

PROFESSIONAL AFFILIATIONS & PUBLICATIONS

American Society of Civil Engineers American Council of Engineering Companies Society of American Military Engineers

KEY INDIVIDUALS

A9

SCOTT SNELLING, PE

ROLE Independent Mechanical Reviewer

YEARS OF EXPERIENCE

5 years

EDUCATION BS, Mechanical Engineering Rose-Hulman Institute of Technology MS, Structural Engineering Columbia University

EXPERIENCE Murray Morgan Bridge, Tacoma, Washington Project manager for the study of rehabilitation options for this Waddell type vertical lift bridge. The scope included the structural and mechanical facets of proposing several alternatives for replacing the wire ropes. Each alternative was evaluated for feasibility and estimated cost.

Port River Expressway Bridges, Adelaide, Australia Provided construction support for the design-build construction of the two single-leaf bascule spans, one highway and one freight rail, on this $AU 170 million dollar project. Scott's role included on-sight design liaison with the contractor for mechanical and structural construction issues.

Judge Seeber Bridge, New Orleans, Louisiana Mechanical project engineer for the rehabilitation type study of this vertical lift bridge.

Simpson Avenue Bridge, Grays Harbor, Washington Mechanical project engineer providing construction support services for the rehabilitation of this double-leaf Strauss articulated trunnion-type bascule bridge. Scott was Engineer-of-Record for the temporary support of the leaves while the counterweight was removed.

Hood Canal Bridge – East Structure Replacement, Port Gamble, Washington Designer of the machinery for the east half replacement and west half retrofit of this 1.2-mile-long (2-kilometer-long), floating, prestressed concrete bridge. The machinery includes two 300-foot-long mechanically operated draw spans and six 100-foot-long hydraulically operated lift spans.

Tomlinson Vertical Lift Bridge, New Haven, Connecticut Mechanical inspector during the construction of this combination highway and rail vertical lift bridge.

PROFESSIONAL AFFILIATIONS & PUBLICATIONS

Heavy Movable Structures Engineers Without Borders Bridges to Prosperity American Society of Civil Engineers Structural Engineering Institute

KEY INDIVIDUALS

A10

MICHAEL J. ABRAHAMS, PE

ROLE Independent Structural Reviewer

YEARS OF EXPERIENCE

45 years

EDUCATION BS, MS, Engineering Mechanics Columbia University

EXPERIENCE Lions Gate Bridge Reconstruction, Vancouver, British Columbia Project Manager for construction engineering services for replacement of the superstructure on this 2,778-foot-long suspension bridge, with a main span length of 1,550 feet. Rehabilitation work included replacing the existing stiffening truss and deck with an orthotropic deck truss and replacing all suspenders, while maintaining traffic on the bridge. This is believed to be the world's first replacement of a concrete deck with a steel orthotropic deck during short night-time closures. Services included the development of erection procedures for critical construction stages, as well as the independent checking of typical construction stages.

Hood Canal Bridge – East Structure Replacement, Port Gamble, Washington Project Manager for updating the east-half replacement plans, including review of shop drawings and construction phase services. Michael was previously deputy project manager for the design of a 6,470-foot-long floating, prestressed concrete bridge with a 600-foot-long lift draw section to allow ship passage. Michael was responsible for the design of the bridge's superstructure, as well as moveable bridge operating machinery, electrical and mechanical designs, specifications preparation, and technical supervision of three subconsultants.

Dumbarton Rail Corridor Project, San Mateo County, California Peer reviewer for preliminary plans for rehabilitation/replacement of the 4,904-foot-long Dunbarton Bridge and 286-foot-long Newark Slough Draw. Both bridges were completed circa 1911, with portions of the Dunbarton Bridge timber trestles replaced in 1968.

Brooklyn Bridge, New York City, New York Technical director for engineering design review of resurfacing and subsequent emergency design-build deck replacement for the main span of this historic suspension bridge. Review for NYCDOT included independent analysis of deck/stay interaction during re-decking.

West Point Bascule Bridge, Route 33 over Pamunkey River, West Point, Virginia Lead Mechanical Engineer for design of operating machinery for a new 5,354-foot-long, four lane, bascule bridge. Machinery design used two completely independent drives for each leaf. Each drive can operate the span drive through one pinion and one rack.

Johns Pass Bridge, Pinellas County, Florida Quality Control Reviewer during final design. The new bridge will be a four-lane bascule bridge consisting of two AASHTO girder approach spans on both sides of a 196.5-foot double leaf bascule span. The bridge will replace an existing four lane bascule bridge using staged construction.

KEY INDIVIDUALS

A10

MICHAEL J. ABRAHAMS, PE continued Independent Structural Reviewer

EXPERIENCE Reconstruction of the Third Avenue Bridge over Harlem River, Manhattan-Bronx, New York Principal-in-Charge for the REI/CEI effort. Construction included new rest piers and pivot pier, new pivot machinery and electrical components, new control house, and a new swing span.

PROFESSIONAL AFFILIATIONS & PUBLICATIONS

American Concrete Institute American Society of Civil Engineers: Fellow Heavy Movable Structures/Movable Bridges Affiliation Structural Stability Research Council International Association of Bridge and Structural Engineers Structural Engineering Institute Authored the chapter on Movable Bridges in Bridge Engineering Handbook, published by CRC Press

KEY INDIVIDUALS

A11

ALLEN "Bill" CARTER, PE

ROLE Construction Quality Manager

YEARS OF EXPERIENCE

49 years

EDUCATION MS, BS, Civil Engineering University of Washington

EXPERIENCE Sound Transit Beacon Hill Tunnel and McClellan Facilities, Seattle, Washington Program Manager for this $280 million project, which includes the construction of twin 21-foot-diameter, 4,300-foot-long bored tunnels, a station 160 feet under ground, 2,300-foot-long aerial guideway bridge, and the architectural and urban design improvements to McClellan Station and adjacent area. In addition, the contract includes ground improvement using stone columns, compaction grouting, jet grouting, and dewatering.

Sound Transit Tukwila Segment, Central Link Light Rail Project, Resident Engineer's Office, Tukwila, Washington Project Manager on this $280 million project that includes the construction of one elevated light rail station with enclosed on-site parking; approximately 4.8 miles of elevated pre-cast segmental guideway, including span-by-span erection and balanced cantilever erection of four long-span units for major river, railroad, and highway crossings; and approximately 0.8 mile of at-grade sections. These sections include slab-on-grade, MSE wall, soil nail wall and CIP spread footings. Duties include managing all field operations and daily field inspections to ensure that all construction activities have been performed in accordance with required plans and specifications; review schedule, resolve design issues with applicable engineer-of-record; coordinate with third-party stakeholders; negotiate change orders; and ensure compliance/resolution of all applicable traffic issues; interact with client representatives, and manage all applicable field resources.

Sunset Interchange Final Design (PS&E), Issaquah, Washington Deputy Project Manager for this $60 million interchange modification project to improve the existing Sunset Interchange, which currently provides only a westbound off-ramp and eastbound on-ramp, to a full interchange that provides for all traffic movements to and from I-90. Other elements of this interchange modification include the addition of auxiliary lanes in both directions on I-90 between the Sunset and Front Street interchanges, necessary structures over Issaquah Creek, stormwater management facilities, high occupancy vehicle facilities, and environmental mitigation. In addition to the proposed interchange modification, a new north-south arterial will connect the Sunset Interchange to a new 0.8-mile-long arterial under construction in the southwest portion of the Issaquah Highlands master planned community. The new arterial features through-lanes, turn-lane channelization, bicycle lanes, curb, gutter, sidewalk, storm water management, water quality treatment, retaining walls, landscaping, signage, lighting, and signalization.

KEY INDIVIDUALS

A11

ALLEN W. CARTER, PE continued Construction Quality Manager

EXPERIENCE Mill Plain Boulevard Extension Project, Vancouver, Washington Project Manager for the construction management of two projects (Bridge Segment and Urban Segment) that comprise the Mill Plain Boulevard extension project. The $10 million bridge segment involved the construction of a new 634-foot-long, six-span, four-lane bridge crossing a 15-track Burlington Northern Santa Fe Railroad (BNSF) classification yard. The bridge includes bicycle and pedestrian facilities along with a scenic overlook. The western and eastern approach roadways are approximately 1,800 feet long and 500 feet long, respectively, and include mechanically stabilized earth (MSE) retaining walls up to 32 feet high. The $4 million Urban Segment was constructed under a separate contract and included the realignment of existing city streets to transition from a one-way street system to a five-lane two-way configuration.

Sammamish Plateau Access Road North Link (NSPAR), Issaquah, Washington Project Manager for a new four-lane arterial roadway project near Issaquah. This project, designed for King County, was one of several projects in the area that was intended to reduce Issaquah congestion by providing an arterial corridor that extends from Black Diamond to Redmond Washington. Services provided include overall guidance and direction for all of the projects during the environmental phases, and to provide preliminary and final design services for several of the projects including the NSPAR. The NSPAR is the northern-most project and includes 1.8 miles of new alignment on three separate roadways, three traffic signals, a bridge over Issaquah Creek, retaining walls, and pedestrian/bicycle facilities. Careful coordination was required with the City of Issaquah, Metro Transit, WSDOT and a private developer to ensure that this project and adjacent projects tied together into a well-coordinated effort. During the final design, the City of Issaquah incorporated most of the project area into the City limits, requiring additional coordination conformance to all standards.

Fruit Valley Road Project, Vancouver, Washington Project Manager for this project, which included roadway widening, utility improvements, drainage revisions, and curb, gutter, and sidewalks to improve access from Interstate 5 to the industrial west side of Vancouver, Washington. Services provided include: full construction management services for the entire project; and pre-construction services by reviewing the plans, specifications and estimates for the civil, traffic, illumination, geotechnical, and utility aspects. Alaska DOT&PF, Knik Arm Crossing Feasibility Review and Study, Anchorage, Alaska Project Manager on this update of the feasibility studies for the Knik Arm Crossing. The project involved nine subcontractors completing studies of feasible routes across Knik Arm, an inlet off Cook Inlet that has tidal fluctuations approaching 40 feet, and currents of up to 12 knots. The study included development of several alternate routes, updating the geopolitical data, identification of benefits and drawbacks of each route, selection of a route representing likely construction costs, and the development of a detail project cost estimate.

PROFESSIONAL AFFILIATIONS & PUBLICATIONS

Construction Managers Association of America American Public Works Association Society of American Military Engineers

KEY INDIVIDUALS

A12

STEWART McCORNACK

ROLE Lead Construction Inspector

YEARS OF EXPERIENCE

38 years

EDUCATION AA, Civil Engineering; BS, Structural Engineering Oregon Institute of Technology

EXPERIENCE Independence (Willamette River) Bridge Rehabilitation, Marion County, Oregon Lead Inspector for the rehabilitation of this significant 2,214-foot-long crossing of the Willamette River in Independence, Oregon. The bridge is a vital transportation link, being the only crossing of the Willamette between Albany and Salem. The rehabilitation included a structural concrete deck overlay, seismic and rail retrofits, complete painting of steel girders, and installation of a drainage pipe system. The deck overlay work required closure of the bridge to traffic, which involved extensive public involvement both during the design and construction phases. The ultimate solution was to provide gated access to the bridge for emergency services with radio communications between them and the contractor to assure emergency access across the bridge at all times during the closure.

Ferry St. Bridge Rehabilitation and Painting, Eugene, Oregon Construction Supervisor for the complete demolition and replacement of 5,380 feet of overhang, sidewalks, and ornamental railing on the Ferry St. Bridge and viaduct structure. Stewart was responsible for the inspection relating to the complete containment and recoating of the steel truss; preparation, installation, and grading of 12,900 square meters of microsilica overlay; and more than 20 deck joint seals. He oversaw work related to the jacking design and installation of base isolation bearings at the FSB truss and the installation of related seismic retrofit hardware on the viaduct structure. Stewart was also instrumental in the inspection of the existing structure components and the process of designing, reviewing, and installing the necessary repairs as required.

82nd Drive (Clackamas River) Bridge Rehabilitation, Clackamas County, Oregon Lead Inspector for the rehabilitation and seismic analysis of this 200-foot-long steel through truss bridge. The project included a complete re-painting that involved 100 percent containment, lead paint removal, and re-coating. The structure was also load rated and strengthened to upgrade the current 12-inch-diameter force sewer main on the bridge to 30-inch-diameter and to add water utilities in the future. Stewart provided technical expertise in over 3500 rivet removals and top chord re-fitting, in addition to preparation and application of a moisture-cured paint system.

Burnside Bridge Bascule Span Rehabilitation, Portland, Oregon Lead Inspector for the deck rehabilitation scoping, including the replacement of structure components, seismic retrofit, drainage, painting, and mechanical modifications on this moveable bridge. Stewart provided inspection and evaluation expertise that was used to conceptualize the extent of this project.

KEY INDIVIDUALS

A12

STEWART McCORNACK continued Lead Construction Inspector

EXPERIENCE Bridge Street (McKenzie River) Bridge Rehabilitation and Painting, Lane County, Oregon Responsibilities included all construction layout and staking, calculations for deck grades, all structural and grading inspections, and project documentation to federal-aid standards. A major component was a 100 percent containment and lead paint removal and recoating. Stewart provided pile driving oversight, shoring and pouring of the concrete superstructure, as well as sandblasting inspection, and preparation and application of a moisture-cured paint system. Union Street (Willamette River) Railroad Bridge Painting and Rehabilitation, Salem, Oregon Lead Inspector for this historic moveable steel bridge painting project that included a custom-tailored overcoat procedure as well as structural evaluation and repairs on failed bearings. Stewart provided contract oversight and liaison work with the owner, designer, and contractor to accomplish an extensive project in a short period of time.

Leaburg Dam Bridge, Lane County, Oregon Lead Inspector for collision damage inspection on this steel truss. The historic structure spans the sensitive waters of the upper McKenzie River. Stewart provided evaluation procedures for repairs and insurance restitution resulting from a collision.

Big Butte Creek Bridge Rehabilitation, Jackson County, Oregon Responsibilities included all construction layout and staking, calculations for deck grades, all structural and grading inspections, and project documentation to federal-aid standards. This project consisted of 100 percent containment and lead paint removal and recoating. Stewart provided expertise in steel repair and reinforcement, and lightweight steel grid installation in addition to preparation and application of a moisture-cured paint system. South Fork Yamhill River Phase 2 Strengthening and PPC Overlay, Sheridan, Oregon Lead Inspector for internal and external post-tensioning work with rail retro-fit and PPC deck overlay system. Stewart was the assistant project manager for this project and was directly responsible for the successful PPC overlay – the first application of its kind in Oregon.

Susitna River Bridge Rehabilitation, Talkeetna, Alaska Lead Inspector for the complete surface demolition and polyester polymer concrete deck overlay on this 1100-foot-long steel girder bridge. The existing deck was badly deteriorated from freeze-thaw action and required continual maintenance. Stewart was responsible for technical inspection of the product mix as well as application in addition to day-to-day inspection for the duration of construction. Stewart was selected by the Alaska DOT as an independent consultant capable and qualified to represent the state throughout the project. Stewart provided technical expertise and worked closely with the material supplier in deck preparation and application of PPC product that had never been used in this state prior. In fact, this project was seen as a pilot project for using the PPC in an inclement climate situation.