Engineering Design Planning Construction ManagementCR 113 over the Batten KillTown of Easton & Town of Greenwich, Washington County, NYStatewide Conference on Local BridgesOctober 21st & 22nd, 2020gpinet.com
PresentationProject OverviewHistoryDesign ConsiderationsConstruction ChallengesCompletionCR 113
Key PlayersFHWANYSDOT Region 1Washington County: SponsorGreenman-Pedersen Inc.: Design, ConstructionSupport & InspectionKubricky Construction Corp.: Prime ContractorThe Fort Miller Company, Inc.: Precast Designer &FabricatorCR 113
Project LocationProjectLocationCRCR 113113
Project LocationProjectLimitsCR 113
HistoryErected in 1915-1916Width of 27-ftThree span at 298-ftService life over 100-yrs2002 National Register eligibleCR 113
Design ConsiderationsLocally Administered Federal Aid NY SHPO Tribal Coordination Stream Access Site Constraints UtilitiesCR 113
Design ConsiderationsNY SHPOHistorical AmericaEngineering Record (HAER)DocumentMemo of AgreementHAER Level II DocumentationClark’s Mills BridgeTowns of Greenwich & EastonWashington County, NY(BIN 3-30363-0 / PIN 1755.32CR 113
Design ConsiderationsNY SHPOTribal Coordination Stockbridge-Munsee Community Bandof Mohican Indians Saint Regis Mohawk Tribe Delaware TribeCR 113
Design ConsiderationsStream Access &RestrictionsCR 113
Design ConsiderationsH&VCR 113
Design ConsiderationsUtilities Overhead UndergroundCR 113
Design ConsiderationsRock Stream Banks Casting Concrete Substructures toSound RockCR 113
Design ConsiderationsRock Stream Banks Rock ExcavationCR 113
Construction ChallengesStreamCR 113
Construction ChallengesPrecast 84 Total Pieces 48 Arch Units 36 headwall unitsCR 113
Construction ChallengesErection of Precast Temporary Pier Supports forHorizontal ForcesCR 113
Construction ChallengesErection of Precast Erection SequenceCR 113
CompleteProject SummaryConstruction ScheduleBid Opening – November 14, 2018Construction Started – March 2019Closed Bridge – May 2019Opened Bridge – December 13, 2020 with a Ribbon Cutting CeremonyConstruction Completed, May 2020Detour Length – 13 milesConstruction CostEngineer’s Estimate – 4.9MAwarded Amount – 4.1MFinal Cost - 4.3MCR 113
PDH Questions1. What type of forces act on the substructureswhen an Arch is used?a. Vertical Forces Onlyb. Horizontal Forces Onlyc. Both Horizontal & Vertical ForcesCR 113
PDH Questions2. Why were the diagonal struts against thepiers installed during construction?a. To prevent the pier from upliftingb. To prevent the pier from moving (rotation andsliding) during the erection of the precastsuperstructurec. To provide aesthetics to the bridgeCR 113
PDH Questions3. True or False?The existing bridge was placed on the list ofNational Register eligible in 2002a. Trueb. FalseCR 113
Thank YouContact:Mr. Brian Weaver, EIT, Structural EngineerGPI/Greenman-Pedersen, Inc.80 Wolf Road, Suite 300, Albany, NY 12205518.898.9552 firstname.lastname@example.orgMs. Deborah Donohue, PE, SuperintendentWashington County of Public Works518.746.2440 email@example.com
Engineering Design Planning Construction ManagementQUESTIONS?Statewide Conference on Local BridgesOctober 21st & 22nd, 2020gpinet.com
Complete CR 113 _Project Summary _Construction Schedule _Bid Opening – November 14, 2018 _Construction Started – March 2019 _Closed Bridge – May 2019 _Opened Bridge – December 13, 2020 with a Ribbon Cutting Ceremony _Construction Completed, May 2020 _Detour Length – 13 miles _Construction Cost _Engineer’s Estimate – 4.9M _Awarded Amount – 4.1M
2. CONSTRUCTION TIME PLANNING AND SCHEDULING Construction Time Planning is the first step in the construction planning process. It includes the planning effort required to facilitate timely completion of a project. Construction Time Scheduling provides a working time-table of project activities for completion of the project within specified .
Materials Science and Engineering, Mechanical Engineering, Production Engineering, Chemical Engineering, Textile Engineering, Nuclear Engineering, Electrical Engineering, Civil Engineering, other related Engineering discipline Energy Resources Engineering (ERE) The students’ academic background should be: Mechanical Power Engineering, Energy .
The Contractor shall deliver and employ system design and management planning tools, which may include: release and maintenance management planning, data conversion/management planning, test support planning, organization and user management planning, and training management planning. Performance Standards/AQLs a.
Construction Engineering Construction Methods and Management, 8e Stephens W. Nunnally 9781292039350 2013 384pp Paperback 57.99 eBook: 9781292054667 46.99 Course: Construction Management Construction Methods and Management is designed to guide construction engineers and managers in planning, estimating, and directing
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Careers in Engineering Guide the brighter choice. Contents ABOUT LSBU 4–5 BUILDING SERVICES ENGINEERING 6–7 CHEMICAL AND PETROLEUM ENGINEERING 8–9 CIVIL ENGINEERING 10–11 ELECTRICAL AND ELECTRONIC ENGINEERING 12–13 MECHANICAL ENGINEERING 14–15 MECHATRONICS ENGINEERING 16–17 PRODUCT DESIGN ENGINEERING 18–19 An engineering degree is a big challenge to take on. There is no denying .
Detailed planning for tendering purposes and the preparation of construction needs to be conducted through brainstorming sessions among the planning team. The inputs and outputs of the planning process are shown in Figure 1.1. Figure 1.1: Planning inputs and outputs Planning requires a rigorous effort by the planning team.
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