100 Spear Street, Suite 325 Phone: 415-738-6106 AM C Consulting Engineers, Inc. San Francisco CA 94105 Fax: 510-663-1119
Profile AMC Consulting Engineers, Inc. (AMC) provides structural engineering analysis, design, and construction management services for bridges, buildings, tunnels, marine structures, power plants and nuclear facilities.
Founded by Ming-Chen (M.C.) Yu in 1999, AMC performed independent checks of new bridges and overpass structures; analysis of marine terminals; design verification of U2 hangers; and analysis verification of spent fuel storage facilities. As sub-consultant to T. Y. Lin International, AMC participated in the design and construction of the new San Francisco-Oakland Bay Bridge (SFOBB) including Skyway and South-South Detour East Tie-in Structure. As sub-consultant to Parsons Brinckerhoff, AMC recently completed the BART Earthquake Safety Program (ESP) San Francisco Transition Structure Seismic Retrofit Project. AMC performed soil-structure interaction (SSI) analysis of the Transition Structure and time-history analysis of the Transbay Tube due to seismic wave passage effect. For the past two years, AMC assisted Ben C. Gerwick Inc. on the floodwall design task for the New Orleans Inner Harbor Navigation Canal Surge Protection Project.
AMC's recently completed projects include BART ESP CM Services for Concord Station Seismic Retrofit, BART ESP Seismic Retrofit of the Offshore Transbay Tube Project performing ADINA analyses to reflect impact of liquefaction effects, and local FEM analysis for tube stress check; and the construction of the New SFOBB Self-Anchored Suspension Span (SAS) performing shop drawing review of the Orthotropic Box Girders (OBG) and related QA/QC functions.
AMC currently projects include BART Oakland Airport Connector Project performing structural analysis and station design independent check tasks, BART ESP Construction Inspection Services for Hayward Yard Seismic Retrofit Project, and seismic evaluation and retrofit design of Civil Center Administration Building for City of Union City.
AMC is certified as a Disadvantaged Business Enterprise (DBE, Caltrans UDBE Category) by BART under California Unified Certification Program (CUCP) and Small Business Enterprise (SBE) by California Department of General Services
Principal Experience M. C. Yu, founder and principal of AMC, started his engineering career in 1980 with URS/John A. Blume Associates, where he developed extensive experience in seismic analysis of complex nuclear facilities, including non-linear time-history and soil-structure interaction analyses. In the early nineties, Mr. Yu joined MG Engineering, where he gained invaluable experience in the design and analysis of bridges through involvement in many transportation projects, including bridge retrofit for Caltrans, guideway design for SFIA automated light rail system, design, and construction oversight of I-880 for BART, and construction services for other local agencies. Mr. Yu was the key person in the development of seismic criteria for the BART SFO extension project.
Kenneth Liu, principal of AMC and a licensed structural engineer, has over 40 years of diversified experience in the design and construction support of bridges, buildings and power plants. He is very knowledgeable in the current structural and seismic requirements for new and retrofit design of concrete and steel bridges. Prior to joining AMC, Mr. Liu was with Parsons Brinckerhoff where he held positions including project manager, senior supervising engineer, lead engineer, and bridge engineer on many transit projects. He has extensive hands-on experience in structural analysis and preparation of plans, specifications and estimate (PS&E).
www.amccon.com e: [email protected]
100 Spear Street, Suite 325 Phone: 415-738-6106 AM C Consulting Engineers, Inc. San Francisco CA 94105 Fax: 510-663-1119
Project List Structural Engineering BART Oakland International Airport Connector Coliseum Station Design Independent Check (current) Union City Civil Center Administration Building Seismic Retrofit (current, as Prime) Peer Review of East-West Connector Segment C in City of Fremont and Union City, Alameda County (current, as Prime) Design Services for the Golden Gate Bridge Physical Suicide Deterrent System (current) East Tie In Structure, San Francisco - Oakland New Bay Bridge BART Offshore Transbay Tube Seismic Retrofit Project BART San Francisco Transition Structure Seismic Retrofit Project New Orleans Inner Harbor Navigation Canal (IHNC) Flood Wall Conoco Philips Seismic Analysis for MOTEMS Audit Caltrain San Francisco Downtown Extension Project eBART - Proposed BART extension into East Contra Costa County Route 262 Connector at Warren Avenue for I-880 Interchange Project Overpass at Air Cargo Road and Airport Drive Interchange at Oakland international Airport Beale Air Force Base U2 Hangars 1067 and 1068
Special Structural Analysis BART Oakland International Airport Connector Aerial Structure Nonlinear T-H Analysis (current) SFMTA Twin-Peaks Tunnel and Sunset Tunnel Vulnerability Study (current) Skyway Nonlinear Time-Histories Analysis, New San Francisco Skyway Time-Dependent Construction Sequence Analysis, new Bay Bridge New Truss Span and Skid Bent of East Tie-In Roll-in Roll-out System, New Bay Bridge Preliminary Nonlinear Analysis of Oakland Touchdown Structure, New Bay Bridge BART San Francisco Transition Structure SSI (Soil Structure Interaction) analysis BART Transbay Tube Seismic Analysis - Wave Passage and Site Response Effects BART Transbay Tube Uplift Analysis - Liquefaction Pantex Plant – Building 12-64 Seismic Adequacy Evaluation H. B. Robinson Nuclear Plant Independent Spent Fuel Storage Installation(ISFSI) Pad SSI Analysis Vermont Yankee Nuclear Plant Independent Spent Fuel Storage Installation(ISFI) SSI Analysis Seismic Analysis of East Wall Student Center, Piedmont High School
Construction Management BART On-Call Construction Management Services – Hayward Yard Seismic Retrofit (current) BART Seismic Retrofit of C Line Concord Station Construction Management Service Caltrans District 3 On-Call Professional and Technical Construction Engineering Services (current) Caltrans Professional Engineering Structure Construction Inspection Services for District 4 (current) New San Francisco – Oakland Bay Bridge Self-Anchored Suspension (SAS) Span Construction Services New San Francisco – Oakland Bay Bridge Skyway Construction Services Construction of MUNI Metro East Light Rail Operations and Maintenance Facilities Laguna Honda Hospital Construction Service
www.amccon.com e: [email protected] 20. EXAMPLE PROJECT KEY F. Example Projects Which Best Illustrate Proposed Team’s Qualifications For This Contract NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 1
22. YEAR COMPLETED 21. TITLE AND LOCATION (City and State) Professional Services Construction (If applicable) New San Francisco Oakland Bay Bridge – Skyway Construction Services 2008 2009 Oakland, CA 23. PROJECT OWNER’S INFORMATION
c. POINT OF CONTACT a. PROJECT OWNER b. POINT OF CONTACT NAME TELEPHONE NUMBER
Caltrans Brian Maroney, Project Manager 916-227-8867
24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size and cost)
Construction Cost: $900+ Million Fee: $520,000. Project Description: The Skyway is an elevated roadway supported by piers. Extending for over a mile across Oakland mudflats, it is the longest section of the East Span. The Skyway will eventually connect the new Self-Anchored Suspension (SAS) span with the Oakland Touchdown. The Skyway marine foundation consists of 160 hollow steel-pipe piles measuring eight feet in diameter and dispersed among 14 sets of piers. The piles were driven as much as 310 feet into the deep bay mud, and weigh about 365 tons each. The Skyway’s decks are composed of the world’s largest pre-cast concrete segments (standing three-stories high) for the deck, and will contain approximately 200 million pounds of structural steel, 120 million pounds of reinforcing steel, and about 450 thousand cubic yards of concrete.
AMC’s responsibilities: During preliminary design phase, AMC performed various parametric studies to obtain an optimal seismic resistant structural system for the Skyway structure. AMC developed DRAIN-2D models to study individual pier seismic behavior and global ADINA models to investigate seismic response of four frame systems by varying vertical piles to battered piles. AMC performed nonlinear time-history analysis considering multiple supports and variable depth motions and evaluated the adequacy of the structural system and its components.
During construction phase, AMC performed tasks involving review, response and resolution of contractor’s submittals to ensure conformance to contract plans and specifications on a tight contractual schedule. AMC also reviewed composite drawings (shop Drawings) of east-bound and west-bound precast concrete segments, hinge segments, transition steel orthotropic tubs, bike path panels, and transverse prestressing submittals related to pier table. M.C. Yu was responsible for the composite drawing review of all 28 pier tables. During the shop drawings checking process, the engineers had to understand the contract plans, key CCOs and RFIs, and make sure the shop drawings submitted by the contractor reflect the intend of the designer.
STANDARD FORM 330 (6/2004) 20. EXAMPLE PROJECT KEY F. Example Projects Which Best Illustrate Proposed Team’s Qualifications For This Contract NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 2
22. YEAR COMPLETED 21. TITLE AND LOCATION (City and State) Professional Services Construction (If applicable) New San Francisco Oakland Bay Bridge – Self-Anchored Suspension (SAS) span Construction Services 2010 2013 Oakland, CA 23. PROJECT OWNER’S INFORMATION
c. POINT OF CONTACT a. PROJECT OWNER b. POINT OF CONTACT NAME TELEPHONE NUMBER
Caltrans Brian Maroney, Project Manager 916-227-8867
24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size and cost)
Construction Cost: $1.40 Billion Fee: $1,700,000 Project Description: Located east of Yerba Buena Island (YBI), the Self-Anchored Suspension (SAS) span will be the signature span of the new Bay Bridge. There is only one main cable on the new Self-Anchored Suspension (SAS) span, which will be anchored to the deck itself and will wrap around the west end of the structure and connect back into the deck. When complete, it will be the longest single tower, self-anchored suspension bridge in the world.
AMC’s responsibilities: AMC staff is part of the Orthotropic Box Girder (OBG) shopping drawing review team and SAS Tower shop drawing review team. Responsible for the review and approval of contractor’s submittals for the fabrication of the OBG and the Tower. The main review items are conformation of contract plans for plate sizes, connection details – bolts or welding, and geometry; in addition any construction issues referred in the specifications. Due to the complex geometry of each part and each assembly, also for interference check, all engineers have to be proficient in AutoCAD and basic knowledge of Solidwork. With the complexity of the east end transition, the total drawings reviewed for OBG exceed 20,000 sheets. In addition to review drawings, AMC staff was also responsible for creating and maintain database to track OBG review status of parts, assemblies, and other related document control functions. David Chen of AMC served as the QC/QA engineer for Lift 12 &13 to review work performed by dozen of junior engineers making sure the contractor’s submittals reflect the current CCOs and RFIs. Due to the review task being in the critical path of the project, to also meet the contractual response turn around requirements, AMC staff was asked to work overtime in numerous occasions and in all cases completed the assignment to the client’s satisfaction.
STANDARD FORM 330 (6/2004) 20. EXAMPLE PROJECT KEY F. Example Projects Which Best Illustrate Proposed Team’s Qualifications For This Contract NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 1
22. YEAR COMPLETED 21. TITLE AND LOCATION (City and State) Professional Services Construction (If applicable) New San Francisco Oakland Bay Bridge – South Detour East Tie- In Structure Design and Construction Services 2009 2009 Oakland, CA 23. PROJECT OWNER’S INFORMATION
c. POINT OF CONTACT a. PROJECT OWNER b. POINT OF CONTACT NAME TELEPHONE NUMBER
Caltrans Brian Maroney, Project Manager 916-227-8867
24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size and cost)
Construction Cost: $140 Million Fee: $785,000 Project Description: The Bay Bridge South-South Bay Detour structure consists of a 1/3 mile long temporary detour from the Yerba Buena Tunnel to existing east span of the Bay Bridge. The detour will maintain traffic while the new Transition Structures are being built to connect the Self-Anchored Suspension Span to the Yerba Buena Tunnel. The East Tie-In structure, which consists of a new single span (80 meters) double deck truss bridge and a skid bent system. The successful operation was carried out on Labor Day weekend of 2009.
AMC’s responsibilities: During design phase, AMC was responsible for the dynamic, static pushover, and construction sequence analyses of various impacted existing and new structural systems, which include exiting YB4 span, frame for YB1 span to YB3 span, new skid bent, and new East Tie-in truss. AMC performed pushover analysis of the skid bent system to ensure the adequacy of the system for meeting seismic performance criteria. AMC performed STAGE analysis to simulate the full roll-out and roll-in procedures, which include jack-up and roll-out of exiting YB4 span and roll-in and settle down the ETI truss span. All member demand/capacity ratios for each step were checked and verified. Deformations of each structural system during the whole process were estimated. AMC also created detailed local FEM models of critical components and performed deformation and stress checks. Impact for wind load was also investigated to ensure safe operating conditions. AMC assisted in the design of the decking system of the new truss span, which includes the composite decking, stringers, and floor beams; and design of transition structural components between new and existing structures. During construction support phase, AMC review shop drawings of the new span, the skid bent, expansion joints, and transition structures between existing bridge and the new span. In addition, AMC reviewed and responded to contractors’ submittals and RFIs. AMC also performed document controls, preparation of CCOs, and resolution of field problems. STANDARD FORM 330 (6/2004) F. Example Projects Which Best Illustrate Proposed Team’s Qualifications For This Contract (;$03/( 352-(&7.(< 180%(5 (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)
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Original Estimated Construction: $65 Million; Reduced to $10 Million Range Fee: $830,000 Project Description: As part of the BART Earthquake Safety Program, San Francisco Transition Structure (SFTS) Project involves retrofit of the seismic joints connecting the BART Transbay Tube to the San Francisco ventilation structure. The joints were originally designed (40 years ago) for much less deformation capacity than is currently predicted. The retrofit tasks include verification of estimated seismic joint movements under seismic loading, including potential wave passage, landslide, and liquefaction effects, and development of retrofit measures and/or introduction of new joints to accommodate the predicted movements. In addition, the Transbay Tube also needs to be retrofitted to prevent it from uplift after a major earthquake event.
AMC’s responsibilities AMC Consulting Engineers, Inc. performed structural analyses to QA/QC SC Solutions’ ADI A global analyses in estimating the seismic joint movement. AMC also assisted Fugro West in SASSI analysis to obtain soil impedance of the Transition and Tube structures as input to the global model. AMC evaluated the capacities of each component along the axial load path from Transbay Tube to SFTS and to the bored tunnel on the San Francisco landside. In addition, AMC performed uplift analyses of the Transbay Tube considering different soil densification and tied- down designs and derived the force demand on the Tube by combining effect during a major seismic event and delayed uplift effect. AMC developed detailed ADI A FEM models of a typical transition joint section between tube segments for stress evaluation. AMC also supported PB in developing retrofit design options and in assessing the relative merits of the options (e.g. performance, constructability, costs).
AMC completed the project within budget and on time.
STANDARD FORM 330 AMC Consulting Engineers, Inc.
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He is familiar with all facets of seismic safety assessment, retrofit design and code regulations. He also has extensive experience in computer structural analysis and design including SAP2000, ETABS, STAAD, RISA-3D, and other special design programs. Seismic Evaluation and Retrofit Design of Civic Center Administrative/Police Building, Union City , CA As Structural Engineer performed site investigation and seismic evaluation of the structure, a Tier 1 Screening was used to identify potential seismic deficiencies; a Tier 2 Evaluation was done for the components identified as having a potential seismic deficiency. Structural checklists and structural calculations were prepared to check against acceptance criteria as given in the ASCE/SEI Standard. Performed seismic analysis, retrofit design, and prepared PS&E. Response to contractors’ RFI during their bidding process Independent Review Check of Coliseum Station Design – BART Oakland Airport Connector Project, Oakland, CA Performed design review of the station. Tasks include service load analysis, seismic analysis, and pushover analysis of the station structure; verification of the adequacy of foundation system, substructure and superstructure components; and plan check. Mr. Kuo’s experience associated with other firms: Bridge Design SFO Airport Transit Guideway; SFO Inbound/Outbound ramps Route 242 Widening Project, Concord, CA Seismic analysis and retrofit concept for Fruitvale lift-span railroad bridge, Alameda, CA Concrete box girder overpass, Adeline Street, Oakland, CA. Heavy Industrial & Power Facilities Magnolia Power Plant Facility, Burbank, Ca. Braced steel frames, crane runway, piperacks, and foundation design for copper smelter facilities in Utah and Peru. Steel structure design for Great Plains Gasification, North Dakota A 300-ft high pre-heater tower - Marquette Cement, Missouri 100 Spear Street, Suite 325, San Francisco CA 94105 Phone: 415.738.6106 eFax: 510.663.1119 e: [email protected] AMC Consulting Engineers, Inc. # -#& Steel frames for Kaiser Steel modernization, Fontana, CA Seismic evaluation and design of refinery facilities – Shell Oil Co. at Martinez, CA EOR for a 50-MW cogen supplying power to Stanford University Hospital EOR of numerous heat recovery steam generator projects Commercial and Residential Buildings Outpatient Clinic, Veteran Administration, Martinez, Ca. (Braced steel frame) Operation and Maintenance facilities for Long Beach Transit, CA (Braced steel frame) Maintenance facilities for Dade County Rapid Transit, FL. (Precast & prestressed concrete) A 250-person capacity restaurant facility in Antioch, CA (Wood structure) Medical examiner's facility, County of Santa Clara (Wood structure) Residential buildings located in San Francisco, Fremont, Hayward, etc. Seismic Retrofit Design & Analyses Opera House Improvement, City of San Francisco Retrofit analysis for city hall buildings – Cities of San Francisco and Oakland Seismic evaluation of US Appeal Court at Mission & 7th Street, San Francisco Seismic evaluation of buildings at Naval Weapon Station, Concord, CA Retrofit design of a 3-story precast concrete shear wall with wood frame building, Richmond, CA Retrofit design of a 7-story concrete building at Lawrence Livermore National Laboratory, CA Palo Alto Civic Center (a 10-story concrete building), City of Palo Alto, CA 100 Spear Street, Suite 325, San Francisco CA 94105 Phone: 415.738.6106 eFax: 510.663.1119 e: [email protected] AMC Consulting Engineers, Inc. # $5$! , 03 $#%& , ( .& $%;< ., 5 * ( * $%GF ' %'%& K $%;) '&( & )' / "")@ 8 " !" 6"8 8 " !" " !" " 8 " " "! 3 " ", * , 1 3 /5 " 6 " "5 , -& .. , ! ", ,,,3 0 /5 " " * , * , ".1*, , 0 0 "5 , -& .. , ! ", ,,,1 " R " "- " .84 -.4*" D "R 8 " " K * . ( 0 " & " 4 * * + 0 . + 0 0 8 8 " & " 0 " " 8 + " " " , . " 0 " " 5 Q 0 R 8 & 0 "!2 8 " & "!8 " 0 " 100 Spear Street, Suite 325, SF, CA 94105 Phone: 415.738.6106 eFax: 510.663.1119 e: [email protected] AMC Consulting Engineers, Inc. ' 03 $#%& , ( .& $%%F .,5 " >- 5 * ( $%%J ' %'%& K )<$$ '&( & )' +"$) 8 " !" +3 )<<% ".1** * , 1 03 6 "! 6 8 " "* * "" -& 6"8 8 " " " 1 * 3 6 ",1 3 * +R 8 " " K 2+ . .* * $$:)<<<M@:)<<% / ))<:)J<:)@<:);<:)%$ * 6 ",1 3 & K/ ! 3 : " " : #)<<<M)<<@ O "& * 6 ",1 )F<:)G< & K0 "& " " : #)<<<M)<<@ 4 * " 1 * 03 & K0 1 * / * 1 * , "+ /4$FF & K/ " ! / ?6 1 * - -) 1 1F & K/ ! 3 : " ! / "?" 1 * 1 1@ / 3 ?" 0 * / 1 , . &&* , 8 , &" + , $03 / , 5 , , * * * " 3 100 Spear Street, Suite 325, San Francisco, CA 94105 Phone: 415.738.6106 Fax: 510.663.1119 e: [email protected] AMC Consulting Engineers, Inc. ' 66 7 2 ., $:)<<<M$<:)<<< , ! " ? +54 . " ? & , ! 4( D + .1 .1 5 / ! 1-+54* * " , ! 3 & " " " & 1 " + C" " 1 " *2 ., ;:$%%;M$:)<<< - - ".-. + " " " ! 8! ! II ," :+ " :0 ! * + 0 *+0 100 Spear Street, Suite 325, San Francisco, CA 94105 Phone: 415.738.6106 eFax: 510.663.1119 e: [email protected] E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM Steve Giadone Assistant Structures Representative 25 1 15. FIRM NAME AND LOCATION (City and State) AMC Consulting Engineers, Inc., San Francisco, California AMC Consulting Engineers, Inc. 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) BS, Civil Engineering, University of Southern Colorado, 1987 PE California, Civil (C 58955) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Steve Giadone has over 25 years of experience in design, construction management, inspection and contract administration for a wide variety of public works, transportation (municipalities, Caltrans, BART, transportation agencies), land development, land surveying and water/wastewater projects throughout California. He has been responsible for Quality Assurance/Control, inspection, coordinating subcontractor scope of work and compliance, permitting, cultural resource management, SWPPP and NPDES monitoring and compliance, materials testing coordination and oversight, traffic control and freeway closure procedures and site safety. His extensive inspection experience includes roadway improvements and widenings, drainage improvements, overlays, excavation, grading, paving, curb, gutter, utility improvement and relocations, landscaping, interchange, concrete box girders and other structure construction. On-site contract administration duties have included monthly progress payments, tracking bid item quantities, contract changes orders, RFIs, “as-built” documentation, bid analysis, baseline schedule review, cost analysis, daily inspection diaries and project closeout. Steve Giadone’s other responsibilities have included cultural resource management responsible for the biological, archeological, paleontological and hazardous waste, mitigation monitoring programs during and prior to construction activities. He also wrote portions of CEM At-Risk Procedure Manuals, Health & Safety Manuals, Quality Control Manuals and reviewed/approved Contractor Quality Control Manuals. He has a thorough knowledge and experience in Caltrans Standard Plans and Specifications and the BART Standard Specifications and the BART RE Manual. Certifications ● Certified 10-Hour OSHA Training in Construction Safety & Health ● BART 16-hour Trackway Safety Training Certificate ● MUNI 4-hour On-Track & Trackside Safety Program Certificate ● Proficient in Microsoft Office for Windows and Microsoft Project Scheduling ● Certified Storm Water Pollution Prevention Inspector ● Certificate in Fall Protection (SA60016) ● Certificate in Scaffold Users Training (SA90056) ● Certificate in Total Quality Management ● Certificate in Adult CPR, American Red Cross ● Certificate CTM 125 Sampling & Material Testing ● Certificate CTM 523 Flexural Strength of Concrete; Beam Fab Only ● Certificate CTM 533 Ball Penetration ● Certificate CTM 539 Sampling 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Route 85/US 101 North Interchange, Santa Clara Valley Transportation Authority, PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Mountain View, CA 2006 2006 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Giadone performed as the Assistant Structures Representative on this SCVTA $52 million construction project in Mountain View, CA. This major interchange project involving reconstruction and reconfiguration of four (4) interchanges, bridge removals, new bridge structures, bridge widening, freeway pavement widening and significant Mechanically Stabilized Embankment (MSE) wall construction. He was responsible for structure construction inspection of bridge construction including falsework erection, placement of reinforcement, pre-stressing procedures, footing, column, soffit and stems and bridge deck pours. Other administrative duties included cost control analysis, cost estimating, quantity take-off verification, preparing daily diaries, monthly progress payments, bid item quantities, coordinating field engineering changes and potential claim resolution under the supervision of the SCVTA Structures Representative and Resident Engineer. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) I-580/980/SR-24 Interchange, Caltrans District 4, Oakland, CA 1999 1999 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Lead Assistant Structure Representative for this Caltrans $45-million I-580/980/SR-24 Interchange project, This project the seismic retrofit of the existing footings, column casing and hinge restrainer installation. He was responsible for the foundation retrofit of box girder bridges. He also coordinated the inspection and testing of CIDH shafts (24 inch – 60 inch) and micro piles (300 kip – 400 kip). He also provided daily and weekly reports, cost estimating, bid item and quantity take-offs and assisted in writing contract change orders, responding to RFI’s and resolving potential claims.. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED I-680/SR-24 Interchange Construction Project, Caltrans District 4, Walnut Creek, PROFESSIONAL SERVICES CONSTRUCTION (if applicable) CA 1996 1999 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As the Assistant Structure Representative on this Caltrans $85-million I-680/SR-24 Interchange construction project, He was responsible for the seismic retrofit improvement inspections of all BART piers along I-680 though an agreement with Caltrans as the piers were within the limits of the interchange project. He also performed field engineering on two new concrete box girder bridges. His other duties included progress payment preparation, cost control support, cost estimating, quantity take-off verification, preparing daily diaries and monthly summary reports, bid item quantities and coordinating field engineering changes. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED I-80 Carquinez Bridge West Span Interchange Reconstruction & Widening Project, PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Caltrans District 4, Rodeo, CA 2001 2004 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Lead Assistant Resident Engineer on this Caltrans $65-million I-80 Carquinez Bridge West Span Interchange Reconstruction and Widening project, Mr. Giadone was responsible for coordinating the inspection of roadway and drainage improvements for the south approach of the interchange. He supervised a team of 6 Caltrans Inspectors and was responsible for reviewing daily diaries, monthly progress payments, tracking bid item quantities and coordinating field engineering changes under the supervision of the Resident Engineer. He also performed cost analysis, cost control, cost estimating, quantity take-offs and assisted in writing contract change orders. e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Highway 4 and Railroad Avenue Bridge Replacement and Widening Project, PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Caltrans District 4, Pittsburg, CA 2004 2005 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Assistant Resident Engineer on this Caltrans $30-million project, He was responsible for coordinating and inspecting the roadway and drainage improvements. He performed monthly cost control, cost estimating of bid item and change orders, progress payments, quantity take- offs tracking bid item quantities and was also responsible for the Storm Water Pollution Prevention Program. STANDARD FORM 330 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM Kevin Flavia Assistant Resident Engineer 30 1 15. FIRM NAME AND LOCATION (City and State) AMC Consulting Engineers, Inc., Los Angles, California AMC Consulting Engineers, Inc. 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Building & Construction Inspection Coastline Community College, CA, 1985 Construction Project Management, Orange Coast College, CA, 1985 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Mr. Flavia has over 30 years of experience in the construction industry and is well respected for his ability to manage public works projects in the field. Mr. Flavia’s expertise includes design coordination, project management, construction management, scheduling (P3), estimating, plans review (constructability), specifications interpretation and implementation, inspection, quality control, supervising personnel on small to large projects and coordination with local, state and federal agencies. His expertise includes working with numerous commercial, transportation, private, and industrial projects. He is familiar with quality assurance reports, reviewing and writing field reports, preparing change orders, reviewing RFI’s, jobsite safety and coordination of work with outside agencies. Mr. Flavia has a strong technical knowledge of conceptual estimating, budget and schedule control. Mr. Flavia is self-motivated and works well alone or as a member of a project staff, and has supervised other inspectors and material testing technicians on several projects. He is very proficient in P3 Scheduling and Expedition and various software programs. Mr. Flavia is certified in all California Test methods having to do with concrete, hot mix asphalt, aggregate and soil. This includes most ASTM associated tests. He is also a certified plant inspector for all concrete and hot mix asphalt products. Mr. Flavia also holds State of California certification in the operation of a nuclear density moisture gauge (Troxler Model #’s 2401, 3401 & 3411B). Mr. Flavia has been involved with numerous heavy construction projects including large scale flood control projects (concrete lined channels, reinforced concrete box culverts, large diameter cast-in-place storm drains, large diameter multiplate CMP lines), bridges ($190,000,000.00 Spectrum infrastructure improvements for the City of Irvine), roads, utility relocations, traffic signals and striping, large scale cast-in-place retaining walls, hilficker and criblock walls, flood control repair (riprap), slope stabilization with shotcrete, gunite, earth anchors, and landslide repair. All phases of utility work, mass grading and drainage have also been inspected by Mr. Flavia. Mr. Flavia has also been directly involved with the construction of multistory subterranean parking structures and the major rehabilitation/addition of the Olde Town Shopping Center in the Town of Los Gatos. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Santiago Canyon Bridge Project, County of Orange, CA 1982 1982 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Construction Inspector, Mr. Flavia provided inspection services for this bridge project in Orange County. He started as an assistant engineer in the Bridge Design Section and followed this project into the field to provided construction engineering and inspection. The bridge is a 600 feet long, 3-spanned post-tensioned box girder bridge on seat type abutments with driven pile foundations spanning over Santiago Canyon. Mr. Flavia’s duties included monitoring and inspecting structure excavation, pile driving, steel and concrete placement for footings, columns, abutments and bridge superstructure, falsework erection and removal and post-tension of the bridge. He also prepared concrete cylinders and monitored the concrete cylinder break tests that were conducted in the materials testing lab for Orange County. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Irvine Spectrum Project, Caltrans/City of Irvine, Irvine, CA 1987 1987 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Construction Inspector, Mr. Flavia provided inspection services for this project as an employee of the City of Irvine, which involved the construction of 4 new single spanned conventionally reinforced concrete slab bridges on State right of way with Caltrans oversight. Two of the bridges crossed over I-405, one crossed over Hwy. 133 and one crossed over I-5 in unincorporated Orange County. His duties included inspecting the structure excavation, pile driving, approach and embankment earthwork, footing steel and concrete, abutment steel and concrete, and deck steel and concrete placements, falsework erection and removal operations, and providing traffic control inspection. He was involved with project documentation to Caltrans standards, including writing daily diaries and keeping project filing system to meet Caltrans requirements. He also supervised and coordinated the materials testing for the bridges. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Laurel Curve Viaduct, Highway 17, Caltrans, District 5, Santa Cruz, CA 2006 2006 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Structural Representative, Mr. Flavia acted as the Structural Representative for this viaduct installation along Hwy. 17 in Santa Cruz County. As part of his job duties Mr. Flavia calculated and interpolated the 4 scale drawings necessary to build this project. In addition Mr. Flavia oversaw the drilling and installation of 35, 200mm diameter CIDH piles (both wet and dry) that averaged 72’ in length. Mr. Flavia was also responsible for monitoring concrete installation by checking concrete slump with a “Kelly Ball” and fabricating concrete test cylinders. He continued on this project to inspect form work and steel for bent caps as well as for the concrete deck. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Quito Road Pedestrian Bridge, Highway 9 PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Town of Los Gatos and City of Monte Serrano, CA 1997 1997 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Construction Inspector, Mr. Flavia oversaw all inspections for this steel pre-fab pedestrians bridge project. This project was a fast track project due to the location being adjacent to two local schools. There was a historical oak tree that could not be removed so the structural portion of the vehicular bridge was modified to accommodate the pedestrian bridge. Mr. Flavia oversaw all inspections of pier inspection, abutments, structural steel anchor bolts. This was a modified vehicular bridge due to age. e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Caltrans District 4 Construction Projects, CA 2010 2010 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Structures Representative Mr. Flavia was responsible for three separate contracts for bridge deck treatment with high weight molecular methacrylate. In addition to these bridge decks (a total of 45 bridge decks located in San Mateo and San Francisco Counties) spall repairs, projects also involve Type "A" and Type "B" Joint Seal replacement and expansion damn repair and replacement. As part of one of these projects he inspected the removal and replacement of structural reinforcing steel and concrete for bridge deck support columns on the Avenida de las Pulgas overcrossing of Hwy. 92 located in San Mateo County. This construction operation involved the removal of structural backfill and the erection and removal of bridge deck false work. In addition, horizontal and vertical structural reinforcing steel members and structural column concrete were removed and replaced. A Galvanic Anode system to monitor for column steel corrosion was also installed as pair of this project. f. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Hwy. 101 Auxiliary Lanes, Caltrans, District 4 2008 2008 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Flavia acted as the Structural Representative for Caltrans on this large scale highway project in County of San Francisco. His job tasks were numerous and included rubberized asphalt overlays on bridge decks, methacrylate installation on bridge decks, removal and replacement of bridge approach and departure slabs and paving notches as well as bridge joint seal replacement. For projects in San Mateo County, his job duties were numerous and included CIDH and conventional pile installation for pedestrian and vehicular over crossings and undercrossings, numerous MSE and retaining walls (both cast in place and poured in place) and sound walls and head walls for various drainage structures. In addition, Mr. Flavia was responsible for inspection of steel, falsework and concrete for numerous pedestrian and vehicular structures that were a part of this project. g. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Presidio Viaduct Project, Caltrans District 4, San Francisco, CA 2009 2009 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Flavia was the Structural Representative for the Presidio Viaduct Rehabilitation project. This seven span, steel truss bridge (the Hwy 101 approach to the Golden Gate bridge) received extensive replacement of steel structural members and was repainted. Mr. Flavia’s primary inspection duties on this project consisted of identifying structural steel members that were in need of removal and replacement as well as monitoring their removal and replacement. In addition Mr. Flavia assisted with inspection services for removal of lead based paint and the repainting of the entire structure STANDARD FORM 330 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM Narendra Shah Electrical Engineer 36 <1 15. FIRM NAME AND LOCATION (City and State) AMC Consulting Engineers, Inc., San Francisco, California AMC Consulting Engineers, Inc. 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) MS, Electrical Engineering, 1972 Professional Engineer (Electrical) #11907 California 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Narendra Shah has more than 30 years of experience in transportation related projects; system related areas including Microwave Project, CCTV, TransLink (now Clipper system) Phase 2.3 , Ticket Vending Machines, facilities improvement , Visual Message System, Traction Power System and station electrical system. Publications: “Security Solutions for Transit Case Study of Caltrain’s CCTV System” ,APTA TransITech Conference, NV, 2/06 "Caltrain Ticket Vending Machine Program'. APTA Fare Collection Workshop, Los Angeles, 10/98. "Corrosion Control Program for Light Rail Transit Project". APTA Rapid Transit Conference, Los Angeles, 6/92 "Typical Traction Power System Description." IEEE Industrial Application Society, Mexico City, 10/83. "Design of 90 kV Testing Transformers. "IEEE Power Engineering Society, Annual Meeting, New York City, 2/72. Organizations: ● IEEE Traction Power Standard Committee Member ● AREMA Committee 33 Member ● Institute of Electrical and Electronic Engineers ● Ex-National Society of Corrosion Engineers ● Ex-member of Industrial Application Society ● Ex-member of Power Engineering Society ● IEEE Vehicle Transportation System Member Training: ● Construction Claims Seminar ● Leadership Academy by VTA ● Project Management ● Elements of Railway Signaling and Control systems ● National Electrical Code Seminar ITS Traffic Engineering ● Anixter National Seminar series for CCTV ● System Engineering Principles to ITS Projects in California(TE-21) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Caltrain 1998 - 2011 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Shah worked for SamTrans/Caltrain for last 12 years as Senior Electrical Engineer from 1998 to 2011. Most recently, he is Senior Engineer (Electrical), he implemented the Microwave System between San Bruno Mountain and Caltrain corporate office, and Monument Peak Mountain and CEMOF CCF building and back to San Bruno Mountain. He also implemented the CCTV system at 4 stations, the Visual Message System (VMS ) at 21 stations. He implemented Translink system at 31 stations, and Ticket vending machines with credit card system at 31 stations. He also participated in preparing and reviewing Design Criteria and Standard Specification for Station Communication and station electrical and lighting systems. He provided also construction management support for all communication and electrical system elements for 31 stations. He was responsible to oversee the manufacture, factory testing, site preparation approval, and installation of TVM at the stations and testing for functionality and revenue testing for 31 stations. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Anta Clara Valley Transportation Authority (VTA) 1988 - 1998 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Shah was with Santa Clara Valley Transportation Authority (VTA) as Senior Electrical Engineer for 10 years from 1988 to 1998. While he was with VTA as Senior System Engineer from 1988 to1998 , he was responsible for Ticket Vending Machines for Tasman and Guadelupe LRT lines, 22 Electrification substations for Guadelupe and Tasman West Lines, their procurement and installation design overview, testing and facilities electrical design review for passenger stations, Stray Current design overview for substation, and their feeder connection point to catenary design, and communication system support. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) ICF Kaiser Engineers, Oakland, CA 1977 - 1988 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Shah was with ICF Kaiser Engineers for 12 years. While he was with ICF Kaiser Engineers, he has responsible as a Power System Senior Engineer from 1977 to 1988 worked on several rapid rail projects , San Jose Light Rail Project, Long Beach -Los Angeles Light Rail Project, Dade County Rapid Transit (Miami, Florida), , Bay Area Rapid Transit (BART) 's Daly City turnback and yard project, . d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Parson Brinkerhoff. San Francisco, CA 1974 - 1977 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Design Engineer from 1974 to 1977, he oversaw design and specifications of Traction Power Substation design on the Metropolitan Atlanta Rapid Transit Authority (MARTA) system for Parson Brinkerhoff for 3 years STANDARD FORM 330