DOCSLIB.ORG

Ian Chaney, Pe

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Ian Chaney, Pe IAN CHANEY, P.E. Supervising Engineer Education M.S., Civil Engineering, Virginia Polytechnic Institute and State University; B.S. Mining Engineering, Virginia Polytechnic Institute and State University. Professional Affiliations American Society of Civil Engineers Chi Epsilon Professional Registrations Professional Engineer: Virginia #0402045761 Key Qualifications Ian Chaney is a Supervising Engineer and Project Manager with Parsons Brinckerhoff, experienced in multi- disciplinary project management and leading geotechnical project efforts, particularly with design-build project delivery. His technical experience includes planning and performing subsurface investigations, performing geotechnical analyses, security analyses, report preparation, drawings and specification preparation, and construction inspection. His work for PB has included services for The Virginia Department of Transportation, Gamesa, Newport News Shipbuilding, New York City Transit, the Port of Belize, the Metropolitan Transit Authority, the Maryland Transportation Authority, New Jersey Transit, South Carolina Department of Transportation, and numerous Design-Build contractors, among others. Ian also assists with numerous management activities within PB’s Geotechnical & Tunneling Technical Excellence Center, such as coordination of marketing activities, Strategic Planning, and Business Planning. Additionally, Ian manages the Geotechnical & Tunneling group in the Southeast US region, which includes the Gulf States east of Texas and north to Virginia. Here, his responsibilities include staff utilization, technical quality and business development, among other management activities. Tunnel • Second Midtown Tunnel Project, Norfolk and Portsmouth, Virginia: as the on-site Design Manager During Construction, Ian is responsible for daily management of design services during construction of claim mitigation and negotiation, and financial decisions regarding design work. He is also responsible for coordination and management of all design changes and additional work. Previously, as geotechnical manager for this immersed tunnel project that parallels an existing immersed tunnel, Ian was responsible for the management of all geotechnical aspects of the design. Analyses consisted of dredge slope stability, settlement analyses of the immersed tubes, settlement analyses for the approaches, support of excavation and dewatering for the cut-and-cover section and U-section, protection of an adjacent sewer line and planning of the supplemental geotechnical investigation, among others. For this project, PB is the lead designer for the PPP partnership created to design, build, operate and maintain the tunnel for a period of 58 years. • First Street Tunnel Project, Washington, DC: Parsons Brinckerhoff, in a design-build venture with Skanska-Jay Dee (SKJD), is providing tunnel engineering design services to the District of Columbia Water and Sewer Authority (DC Water) towards a 2,700-ft (820m) long stormwater storage facility to alleviate flooding during storm events for the Bloomingdale community. Ian was responsible for the design of all Near Surface Structures and their Support of Excavations, the development of Instrumentation and Monitoring plans, as well as preparing Construction Impact Assessment Reports, which evaluated the existing structures and facilities due to the effects of tunneling, construction and excavation. • Chesapeake Bay Bridge-Tunnel – Parallel Thimble Shoals Tunnel Pursuit, Virginia Beach, Virginia: As pursuit manager and design manager for the pursuit, Ian was responsible for preliminary designs of both an immersed tunnel option and an bored tunnel option, including manmade island extensions, ground improvement, and protection of the existing tunnels and islands, built in the Atlantic Ocean on a subsurface consisting of up to 80 feet of soft compressible clays. PARSONS BRINCKERHOFF IAN CHANEY • East Side Access Project, New York City: as Deputy Task Manager for the instrumentation of the Manhattan Tunnels and caverns beneath Grand Central Station, Ian was responsible for the evaluation of instrumentation data and the review and acceptance of contractor submittals during construction. • PSE&G Cross Hudson Project, New York and New Jersey: geotechnical engineer responsible for tunnel inspection, including test pits and tunnel hazard assessment. Responsibilities included performing analysis for the design of soil slopes and cantilever sheet piling for excavations, and assisting with the preparation of the constructability report. • Delaware Aqueduct, New York: geotechnical engineer responsible for developing a numerical model of the aqueduct to determine the extent of plastic deformations around the tunnel periphery during excavation. • Hudson Bergen Light Rail Transit Weehawken Tunnel, Weehawken, New Jersey: field tunnel engineer responsible for the hard rock tunnel, shaft, and underground station beneath the Palisades Ridge for the purpose of extending the Hudson Bergen Light Rail Transit System. Responsibilities included construction oversight of the blasting excavation, rock support installation, grout placement, shotcrete application, and rock mapping. This New Jersey Transit project involved providing general design consultant services for a $1.2 billion, 20.5-mile LRT system. Expected to improve mobility in this heavily congested part of northern New Jersey, the system will include approximately 20 stations and extend from the foot of the Bayonne Bridge in southern Hudson County to the Vince Lombardi Park-and-Ride on the New Jersey Turnpike in Bergen County. Offshore • Offshore Wind Turbine, East Coast, United States: project manager responsible for the final design and installation of the first offshore wind turbine constructed in the United States. Project is currently under development and consists of the design and installation of a 5 megawatt wind turbine founded in an offshore environment. Detailed geotechnical and structural analysis are being performed by Parsons Brinckherhoff to account for the static loads and dynamic operation of the turbine, coupled with the hydrodynamic loading imparted by waves and currents. Parsons Brinckerhoff has provided conceptual engineering for various substructure and foundation types and has advanced the final design of the preferred alternative. Primarily governed by dynamic processes and loading cases, such as driving stresses and fatigue, detailed finite element analyses have been performed to estimate cumulative fatigue damage to the structure. Grouted connections, previously noted as problematic areas of wind turbine substructure design based on European experience, have been analyzed using LSDyna to determine any fatigue-related design issues during operation. Hydrodynamic loading has been developed in time series based on AQWA modeling from nearby buoys, and verified by recently deployed AWAC buoys. An extensive offshore geotechnical engineering investigation utilizing CPTs, soil borings and laboratory testing was implemented to define subsurface conditions, critical for determining lateral soil spring values and for analyzing pile drivability. At completion, the project is expected to be the first offshore wind turbine constructed in the United States. • UK Round 3 Offshore Wind Farm Study, Southern North Sea, UK: Ian provided review services for the design basis document and concept-level turbine support foundation details. The study investigated various foundation types (monopile, jacket and gravity base) for numerous turbine sizes. • Kwajalein Wind Project, Marshall Islands: for this pilot project on a remote Pacific Ocean island, Ian prepared conceptual foundation designs for nearshore, 6 megawatt, 115 meter diameter wind turbines founded on a coral reef. Due to the remote nature of the project, conventional offshore construction methods could not be implemented. Therefore, more conventional, drilled foundation elements and tiedowns to “tune” the dynamic stiffness of the structure were utilized. Facilities • Metro North Harmon Yard Phase III, Croton, New York: as lead geotechnical engineer, Ian was responsible for the management of all geotechnical aspects of this $300M design-build partnering project which includes the construction of two new maintenance shops for Metro-North’s train fleet. For this project, nearly 2,000 TapertubeTM piles were installed through up to 80 feet of soft organic clay deposits. Ian was responsible for planning and implementing the subsurface investigation, the pile test program, PARSONS BRINCKERHOFF IAN CHANEY foundation design and the design of all geotechnical aspects of the facility. The project is Metro North’s largest project ever and was to be completed in just 29 months. Due to the tight schedule, the geotechnical investigation, pile load test programs and pile design are critical items in the successful completion of the project. • Charleston Bus Annex, Staten Island, NY: lead geotechnical engineer and project engineer responsible for project management assistance and the integration of geotechnical services for this $150M Design- Build transportation facility for the MTA. The project contains over 3,000 linear feet of retaining walls with heights of up to 30 feet and a multi-storey maintenance facility founded on a geogrid-reinforced spread footing system. To accommodate storm water for a period of 2 to 5 years after completion of the project, Ian was also responsible for the design of a 40-foot deep by 100-foot long by 40-foot wide braced excavation that
Load more

Recommended publications
  • & International Trade Guide
    2017 HAMPTON ROADS MARITIME & International Trade Guide INSIDE: A caffeine buzz in Suffolk The future of offshore wind Newport News Shipbuilding to hire 3,000 more workers A new classPort prepares for bigger ships and more cargo Permit No. 516 No. Permit Richmond, VA Richmond, PAID US Postage US PRSRT STD PRSRT Change Service Requested Service Change 23219 VA Richmond, 100, Suite Street, Main E. 1207 Get your message to the people who matter most! 2017 Hampton Roads Statistical Digest Place your advertising message in our annual Hampton Roads Statistical Digest. The Digest has a long history as a valuable resource having been published by Virginia Business for over 35 years! Contact: Susan Horton [email protected] 757.625.4233 Get your message to the people who matter WAREHOUSING, TRANSPORTATION, LOGISTICS & FOREIGN TRADE ZONE most! Givens offers a Weekly Summary Entry Program that saves our Foreign Trade Zone 2017 Hampton Roads customers thousands of dollars per year in Statistical Digest entry and merchandise processing fees. Under Weekly Summary Entry procedures, the zone user files only one Customs Entry per week, rather than filing one Customs Entry per shipment. Customs no longer has to process an entry for each and every shipment being imported into the zone, and the Givens Foreign Trade Place your advertising message in Zone customer no longer has to pay for the our annual Hampton Roads processing of each and every entry. Statistical Digest. The Digest has a long history as a valuable We welcome the opportunity to show you resource having been published by Virginia Business for over how this program can also be a source of 35 years! significant new savings for you.
    [Show full text]
  • Traffic Study Technical
    TECHNICAL MEMORANDUM To: Olga Beltsar, P.E. From: Emily Moser, P.E., PTOE Whitney DiGiantommaso, P.E. Kimley-Horn and Associates, Inc. Date: June 21, 2021 Subject: Granby Street Bike Lanes Traffic Study – Admiral Taussig Boulevard to Willow Wood Drive Introduction Granby Street was identified as a high priority corridor for implementation of bicycle facilities in the City of Norfolk’s Bicycle and Pedestrian Strategic Plan, which was adopted in 2015. The Strategic Plan for Segment 1 of Granby Street—from Admiral Taussig Boulevard to Willow Wood Drive—calls for repurposing one automobile lane in each direction to dedicated, buffered bicycle lanes, with the proposed typical lane configuration shown in Figure 1. This is the starting design concept for the Granby Street Bike Lanes project, which will be further developed as the project moves forward. Figure 1. Proposed Typical Lane Configuration from Strategic Plan The City later prepared an application for SMART Scale funding to implement improvements in this key segment, and they were notified by the Virginia Department of Transportation (VDOT) that the kimley-horn.com 4525 Main Street, Suite 1000, Virginia Beach, VA 23462 757 213 8600 Page 2 project was selected for funding. Before formally accepting the state funding, the City desires to further evaluate the feasibility of the proposed lane repurposing with respect to traffic operations. This traffic study was performed to evaluate potential traffic flow impacts resulting from the proposed lane repurposing and to provide information that could be used to refine the project design concept. This report provides a summary of the traffic study results.
    [Show full text]
  • Corps 10 and 404 Public Notice
    Public Notice U.S. Anny Corps of Engineers, Norfolk September 24, 2019 CENAO-WR-R NAO-1994-1166 FEDERAL PUBLIC NOTICE The District Commander has received a joint application for Federal and State permits as described below: APPLICANT Hampton Roads Connector Partners Joint Venture c/o Jose Martin Dragados USA Inc., 810 7th Avenue Floor 9 New York, New York 10019 WATERWAY AND LOCATION OF THE PROPOSED WORK: The project is located in the lower James River/ Hampton Roads, and in several of its tributaries including Oastes Creek, Mason Creek, and Willoughby Bay. The James River/ Hampton Roads is a tributary to the Chesapeake Bay. The proposed Hampton Roads Bridge Tunnel (HRBT) expansion project is located on Interstate 64 (I-64) in the cities of Hampton and Norfolk, between the Settlers Landing Road Interchange in Hampton and I-564 Interchange in Norfolk. The coordinates for the approximate center of the project are latitude 36.990⁰ and longitude -76.310⁰ in Norfolk, Virginia. PROPOSED WORK AND PURPOSE: In order to relieve congestion at the Interstate 64 Hampton Roads Bridge-Tunnel (HRBT) and to improve accessibility, transit, emergency evacuation, and military and goods movement along the primary transportation corridors in the Hampton Roads region, including I-64, I-664, I-564, and the Western Freeway (Virginia Route 164), the Hampton Roads Connector Partners (HRCP) proposes to widen Interstate 64, from Settlers Landing Road in Hampton to the Interstate 564 interchange in Norfolk, to create an eight-lane facility with six consistent- use lanes. The total length of the HRBT expansion is approximately 9.9 miles, and the tunnel segment of the project is approximately 1.8 miles, including the tunnel islands.
    [Show full text]
  • INTRODUCTION BACKGROUND the Hampton Roads Planning District
    INTRODUCTION BACKGROUND The Hampton Roads Planning District Commission staff has performed a comprehensive regional travel time study approximately every five years since the first travel time study for South Hampton Roads was produced in 1983. The first regional travel time study for the Peninsula was published in 1992. Data collection for the travel time studies prior to 2000 was performed using vehicle equipped with a portable computer and a calibrated distance-measuring instrument. The 2000 and 2005 updates to the travel time study series used global positioning system (GPS) technology for data collection and geographic information system (GIS) technology for data analysis. For this study, travel time data was collected on approximately 1,300 miles of roadway, including all of the thoroughfares that make up the Congestion Management System for Hampton Roads. Hampton Roads Regional Travel Time has traditionally been distributed in multiple reports. The Trip Profile Summaries report contains travel time summary profiles for approximately 1,300 miles of roadway in Hampton Roads, as generated by the GPS/GIS system. This report is distributed electronically, in the form of a CD-ROM, and will also be made available on the HRPDC website. Other reports in the Regional Travel Time series include trip profile summaries for previous study years, travel time contour maps for selected activity centers, and analyses of the travel time data and trends. For the purposes of this study the travel time roadway network was divided into 336 segments of varying lengths. One data collection run was made in each direction during the morning and afternoon peak hours for each segment.
    [Show full text]
  • Annual Report to the Joint Commission on Transportation Accountability Relating to the Hampton Roads Transportation Fund
    Fiscal Year 2020 Annual Report to the Joint Commission on Transportation Accountability Relating to the Hampton Roads Transportation Fund Hampton Roads Transportation Accountability Commission 723 Woodlake Drive Chesapeake, Virginia 23320 www.hrtac.org Fiscal Year 2020 Annual Report to the Joint Commission on Transportation Accountability Relating to the Hampton Roads Transportation Fund | 2 Executive Summary Item 1.o. of Chapter 1289 of the 2020 Session of the General Assembly included the requirement that the Joint Commission on Transportation Accountability shall regularly review, and provide oversight of the usage of funding generated pursuant to the provisions of House Bill 2313, 2013 Session of the General Assembly. To this end, The Joint Commission on Transportation Accountability shall regularly review, and provide oversight of the usage of funding generated pursuant to the provisions of House Bill 2313, 2013 Session of the General Assembly. To this end, by November 15 the Secretary of Transportation, the Northern Virginia Transportation Authority and the Hampton Roads Transportation Accountability Commission shall each prepare a report on the uses of the Intercity Passenger Rail Operating and Capital Funds, the Northern Virginia Transportation Authority Fund, and the Hampton Roads Transportation Fund, respectively, each year to be presented to the Joint Commission on Transportation Accountability. During FY2020 During FY2020, the Hampton Roads Transportation Accountability Commission (‘HRTAC’) took actions and executed project agreements or project amendments with the Virginia Department of Transportation (‘VDOT’) to advance project readiness and to provide financing and project delivery. During the fiscal year, HRTAC issued its FY2021 through FY2026 Funding Plan Update and its Long‐Range Funding Plan through FY2045, and further advanced project development and construction of over $5.29 billion total value projects with VDOT.
    [Show full text]
  • 9110-04-P DEPARTMENT of HOMELAND SECURITY Coast
    This document is scheduled to be published in the Federal Register on 08/05/2021 and available online at federalregister.gov/d/2021-16198, and on govinfo.gov 9110-04-P DEPARTMENT OF HOMELAND SECURITY Coast Guard 33 CFR Part 165 [Docket Number USCG-2020-0117] RIN 1625-AA00 Safety Zones; Hampton Roads Bridge-Tunnel Expansion Project, Hampton/Norfolk, VA AGENCY: Coast Guard, Homeland Security (DHS). ACTION: Notice of proposed rulemaking. SUMMARY: The Coast Guard is proposing to establish safety zones for certain waters of the Hampton Flats, Willoughby Bay, a defined area between Phoebus Channel and the North Trestle Bridge, and 3 zones around the North Trestle Bridge including the North Island, the South Trestle Bridge including the South Island, and the north and south side of the Willoughby Bay Bridge. This action is necessary to provide for the safety of life on these navigable waters in support of the Hampton Roads Bridge-Tunnel Expansion Project that will take place from 2021 through 2025. This proposed rulemaking would prohibit persons and vessels from being in the safety zones unless authorized by the Captain of the Port Sector Virginia or a designated representative or under conditions specified in this rulemaking. We invite your comments on this proposed rulemaking. DATES: Comments and related material must be received by the Coast Guard on or before [INSERT DATE 30 DAYS AFTER DATE OF PUBLICATION IN THE FEDERAL REGISTER]. ADDRESSES: You may submit comments identified by docket number USCG-2020- 0117 using the Federal eRulemaking Portal at https://www.regulations.gov. See the “Public Participation and Request for Comments” portion of the SUPPLEMENTARY INFORMATION section for further instructions on submitting comments.
    [Show full text]
  • Commonwealth Transportation Board Shannon Valentine 1401 East Broad Street (804) 786-2701 Chairperson Richmond, Virginia 23219 Fax: (804) 786-2940
    Commonwealth Transportation Board Shannon Valentine 1401 East Broad Street (804) 786-2701 Chairperson Richmond, Virginia 23219 Fax: (804) 786-2940 Agenda item # 9 RESOLUTION OF THE COMMONWEALTH TRANSPORTATION BOARD April 18, 2018 MOTION Made By: Mr. Malbon, Seconded By: Mr. Williams Action: Motion Carried, Unanimously Title: Advance Toll Facilities Revolving Funds to Support Analysis of an Express Lanes Network in Hampton Roads WHEREAS, on October 19, 2016, pursuant to §§ 33.2-502 and 33.2-309 of the Code of Virginia and 23 USC §166 (a)(4), the Commonwealth Transportation Board (“CTB”) designated the existing Interstate 64 HOV-2 reversible lanes from Interstate 564 to Interstate 264 as HOT-2 and authorized dynamic tolling of vehicles utilizing the HOV reversible lanes on Interstate 64 from Interstate 564 to Interstate 264, during the Westbound AM peak period of 5:00 a.m. to 9:00 a.m. on weekdays and during the Eastbound PM peak period of 2:00 p.m. to 6:00 p.m. on weekdays for vehicles carrying less than two occupants (collectively, HOT Lanes-2 designation), to be implemented at such time that the infrastructure and improvements necessary to commence tolling on said portion of I-64 are determined by the Commissioner of Highways to be completed and ready for operation; and WHEREAS, on September 20, 2017, pursuant to § 33.2-502 and § 33.2-309 of the Code of Virginia and 23 USC §§ 129 and 166, the CTB designated a vehicle occupancy requirement of 2 and authorized dynamic tolling of vehicles carrying less than two occupants for vehicles utilizing the new lanes constructed on I-64 beginning in the vicinity of the I-464 Interchange in Chesapeake and extending to the I-664/I-264 Interchange at Bowers Hill pursuant to the Interstate 64 Southside Widening and High Rise Bridge Project, 24 hours - 7 days a week (collectively, HOT Lanes-2 designation), to be implemented for each phase of the Project at such time that the new lanes for the phase on said portion of I-64 are determined by the Commissioner of Highways to be completed and ready to open for traffic/operation.
    [Show full text]
  • PART 3 Comprehensive Agreement Between Department and Design
    Request for Proposals Draft Part 3 May 22, 2018 Comprehensive Agreement PART 3 Comprehensive Agreement Between Department and Design-Builder This COMPREHENSIVE AGREEMENT for the I-64 Hampton Roads Bridge-Tunnel Project (the “Agreement”) is made as of [●], 2019 (the “Agreement Date”), by and between the VIRGINIA DEPARTMENT OF TRANSPORTATION (“Department”), an agency of the Commonwealth of Virginia and [●] (“Design-Builder), a [●], for services in connection with the Project. Commonwealth of Virginia Virginia Department of Transportation Page 1 of 26 Request for Proposals Draft Part 3 May 22, 2018 Comprehensive Agreement Table of Contents Article 1: Scope of Work ..................................................................................................4 Article 2: Contract Documents..........................................................................................5 Article 3: Interpretation and Intent ....................................................................................5 Article 4: Ownership of Work Product .............................................................................6 Article 5: Contract Time ...................................................................................................7 Article 6: Contract Price....................................................................................................10 Article 7: Procedure for Payment ......................................................................................11 Article 8: Termination for Convenience ...........................................................................12
    [Show full text]
  • Thoroughfare List June 2006: Final Report
    Thoroughfare List June 2006: Final Report THOROUGHFARE LIST THOROUGHFARE FROM TO JURISDICTION 4th View St Interstate 64 Ocean View Ave NO 21st St Hampton Blvd Monticello Ave NO 25th St (One-Way) Huntington Ave 26th St NN 25th St 26th St Pear Ave NN 26th St (One-Way) 25th St Huntington Ave NN 26th St (One-Way) Hampton Blvd 27th St NO 27th St (One-Way) 26th St Hampton Blvd NO 38th St Hampton Blvd Granby St NO 39th St Huntington Ave Chestnut Ave NN Aberdeen Rd/ Buxton Ave Todds Ln 25th St HA/NN Admiral Taussig Blvd Hampton Blvd Interstate 564 NO Airline Blvd Jolliff Rd High St CH/PR Armistead Ave Commander Shepard Blvd Settlers Landing Rd HA Atlantic Ave Campostella Rd (S) Campostella Rd (N) CH Atlantic Ave Shore Dr 5th St VB Azalea Garden Rd Virginia Beach Blvd Little Creek Rd NO Bainbridge Blvd Dominion Blvd Main St CH/NO Ballentine Blvd Interstate 264 Chesapeake Blvd NO Barhamsville Rd Interstate 64 RT 60 JC Battery Park Rd S Church St Country Way IW Battlefield Blvd NC State Line Hillwell Rd CH Battlefield Blvd Hillwell Rd Johnstown Rd CH Battlefield Blvd Johnstown Rd Great Bridge Blvd CH Battlefield Blvd Great Bridge Blvd Campostella Rd CH Baxter Rd Princess Anne Rd Independence Blvd VB Bay Ave First View St Interstate 64 NO Bay Ave (One-Way) Interstate 64 Granby St NO Bayview Blvd Granby St Chesapeake Blvd NO Belroi Rd Hickory Fork Rd RT 17 GC Benefit Rd Johnstown Rd Centerville Tnpk CH Bennetts Pasture Rd Kings Hwy RT 17 (Bridge Rd) SU Berkley Ave Interstate 464 Marsh St NO Berkley Ave Ext Berkley Ave Campostella Rd NO Big Bethel Rd
    [Show full text]
  • Finding of No Significant Impact (FONSI) for the Hampton Roads Crossing Study (HRCS) Environmental Assessment (EA) Re-Evaluation
    Rationale for Finding of No Significant Impact Hampton Roads Crossing Study Cities of Hampton and Norfolk Introduction FHWA has reviewed VDOT’s August 10, 2018 submittal of their Request for a Finding of No Significant Impact (FONSI) for the Hampton Roads Crossing Study (HRCS) Environmental Assessment (EA) Re-evaluation. VDOT’s request included a summary of substantive comments received on the EA and VDOT’s responses. The EA was prepared in accordance with 23 CFR 771.130 to address changes being proposed by VDOT to the Selected Action, which was documented in FHWA’s Record of Decision (ROD) in June 2017. The purpose of the EA was to determine if the impacts resulting from the proposed changes or any other new information or circumstances relevant to environmental concerns would result in significant environmental impacts not previously considered. The EA does not open up for consideration other aspects of the previous environmental studies like purpose and need and alternatives carried forward for consideration. Likewise, the EA does not address resources in any detail where it has been determined the impacts to those resources will not substantially change or will be reduced. Based upon our review and the information that follows, FHWA has determined that NEPA and all other applicable environmental requirements have been adequately addressed and have concluded that the proposed changes to the project will not have a significant impact on the environment requiring the HRCS Supplemental Environmental Impact Statement (SEIS) be supplemented. Background: FHWA issued a Final EIS and ROD in 2001 for the original HRCS. In the ensuing years, VDOT tried to advance the project as a P3 but cancelled the effort in 2006.
    [Show full text]
  • Item #17: for Your Information 17A. Transportation
    HRTPO Board Meeting │ January 17, 2013 │ Agenda ITEM #17: FOR YOUR INFORMATION 17A. TRANSPORTATION IMPROVEMENT PROGRAM: QUARTERLY SNAPSHOT The HRTPO staff monitors the status of all projects in the Transportation Improvement Program (TIP). On a quarterly basis, staff updates expenditure information on TIP projects and identifies CMAQ and RSTP projects for which progress appears to have stalled. The review is summarized in the attached Quarterly Snapshot, which may also be accessed via www.hrtpotip.org. Attachment 17-A 17B. RECORD OF DECISION ISSUED FOR THE RICHMOND TO HAMPTON ROADS PASSENGER RAIL STUDY In a December 14, 2012 press release (attached), the Virginia Department of Rail and Public Transportation (DRPT) announced the Federal Railroad Administration (FRA) had signed a Record of Decision (ROD) for the Richmond to Hampton Roads Passenger Rail Study, satisfying the requirements of the National Environmental Policy Act (NEPA) for a Tier I Environmental Impact Statement (EIS) that considered alternatives for improving rail service between the Richmond and Hampton Roads regions. The issuance of the ROD makes DRPT and FRA eligible to initiate the Tier II NEPA process, which will develop, evaluate, and recommend specific improvements within the corridor that are consistent with the ROD and will achieve the purpose and need of the Tier I level study. To review the Tier I Final EIS, go to: http://rich2hrrail.info/pages/mp_reports.html#Tier. Attachment 17-B 17C. GOVERNOR’S 2012 STATEWIDE CONFERENCE SUMMARY During Governor McDonnell’s annual transportation conference, the Governor addressed Virginia’s transportation challenges and announced a transportation funding package for the upcoming 2013 General Assembly session.
    [Show full text]
  • Design-Build Lump Sum Agreement Template
    Request for Proposals I-64 Hampton Roads Bridge-Tunnel Expansion Project Part 3 November 28, 2018 Comprehensive Agreement Addendum No. 1 PART 3 Comprehensive Agreement Between Department and Design-Builder This COMPREHENSIVE AGREEMENT for the I-64 Hampton Roads Bridge-Tunnel Expansion Project (the “Agreement”) is made as of [●], 2019 (the “Agreement Date”), by and between the VIRGINIA DEPARTMENT OF TRANSPORTATION (“Department”), an agency of the Commonwealth of Virginia and [●] (“Design-Builder), a [●], for services in connection with the Project. Commonwealth of Virginia Virginia Department of Transportation Page 1 of 30 Request for Proposals I-64 Hampton Roads Bridge-Tunnel Expansion Project Part 3 November 28, 2018 Comprehensive Agreement Addendum No. 1 Table of Contents Article 1: Scope of Work ...............................................................................................................5 Article 2: Contract Documents.......................................................................................................5 Article 3: Interpretation and Intent .................................................................................................5 Article 4: Ownership of Work Product ..........................................................................................7 Article 5: Contract Time ................................................................................................................8 Article 6: Contract Price...............................................................................................................12
    [Show full text]