1637 search results for site manager
4500301-724origind
of the following types of specifications (Hover over type to go to site.): Special Provisions, , repair method and materials, defect discovery date, and signature of producer’s QC Manager
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4500301-724origind.pdf?sfvrsn=e28aa5db_1Section83V2D01cln
that are revealed during inspection after delivery to the project site. The PA must report the defect, with the Plant’s QC manager. The discussion shall include the Plant’s action or QC Plan modification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section83v2d01cln.pdf?sfvrsn=46aaed38_2Section8.3-082818_7-19WB
delivery to the project site, in the Prestressed Concrete Product Defect Data Table. The PA must, prestressed concrete personnel, the Plant’s QC Manager shall discuss the current defect rates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section8-3-082818_7-19wb.pdf?sfvrsn=1f2798c7_1Section83-060112
defects that are revealed during inspection after delivery to the project site, must not be reported, , the Plant’s quality control manager shall discuss the current defect rates of the manufactured
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section83-060112.pdf?sfvrsn=5c69b055_1Section8.3-060112
defects that are revealed during inspection after delivery to the project site, must not be reported, , the Plant’s quality control manager shall discuss the current defect rates of the manufactured
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section8-3-060112.pdf?sfvrsn=9da47d5e_1Section8.3-082818_7-19WB
delivery to the project site, in the Prestressed Concrete Product Defect Data Table. The PA must, prestressed concrete personnel, the Plant’s QC Manager shall discuss the current defect rates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section8-3-082818_7-19wb.pdf?sfvrsn=d0cccf40_119-16-Zinn-D7WorkZoneSpeedManagement
6/25/2025 1 Work Zone Speed Management Mike Zinn, Work Zone Safety Program Manager Hossein Amiri, D7 Safety Studies Consultant Mike Zinn FDOT D7, Safety Office Hossein Amiri, MSCE, EI ELEMENT Engineering Group Presenters: 2 1 2 6/25/2025 2 1 Background Safety culture, SHSP alignment, and crash data 2 Implementation Design and construction coordination 3 Experiences, . Five different graphs were included for each detector site. I-4 Speed Limit Study 37 I-4 Speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-16-zinn-d7workzonespeedmanagement.pdf?sfvrsn=3b380a7d_119-10-Bostian-D4MajorProjectsUpdates
STATION • Center Platform with single continuous canopy • Reconfigured site for new bus parking, ) 495-0566 Brad Salisbury, P.E. Design Project Manager FDOT D4- In House Design 3400 West
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-10-bostian-d4majorprojectsupdates.pdf?sfvrsn=6e5d9525_12007_Use of Nondestructive Techniques to Estimate the Allowable Vibratory Compaction Level during Construction
or the geology of the surrounding site is not required. It is demonstrated herein with that this predictor, ..............................................................................................3-3 3.4.1 Site D e s c r i p t i o n, ...............................................................................................4-1 4.1.2 Site C h a r a c t e r i z a t i o n, ......................................................................................4-8 4.2.1 Site D e s c r i, information on a specific model, the reader is directed to each manufacturer’s web site, where
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2007_use-of-nondestructive-techniques-to-estimate-the-allowable-vibratory-compaction-level-during-construction.pdf?sfvrsn=e1e3bf6a_1E4Y17-R0AttachmentVIStandardOperatingProcedures
Stopping Site EV – Electric Vehicle FCC – Federal Communications Commission FDOT – Florida, from traffic lanes to an incident site. To warn traffic when performing services specified herein, site is a designated space on the exit ramps for parking a disabled vehicle if the roadside shoulder is not of sufficient width. Under many circumstances, an emergency stopping site may not exist, , SIRV Operators, or other public responding agencies with incident site traffic management. Rest
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4y17/e4y17-r0attachmentvistandardoperatingprocedures.pdf?sfvrsn=2e5526fd_144169312202-CE2-D4-ApprovedType2CEDeterminationReport_SR-5_US-1_-2024-1206
: 14475 Financial Management Number: 441693-1-22-02 Federal-Aid Project Number: N/A Project Manager, . For additional information, contact: Vandana Nagole Project Manager Florida Department of Transportation, vandana.nagole@dot.state.fl.us Prime Consulting Firm: WGI, Inc. Consulting Project Manager: William Evans, PE, AICP Table, alternative and is located in the project file. The preferred SMF site is shown in the project concept, will utilize pond site 1A. Water quality impacts from construction will be avoided or minimized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/sr5aviationblvdpde/44169312202-ce2-d4-approvedtype2cedeterminationreport_sr-5_us-1_-2024-1206.pdf?sfvrsn=77cf4f16_1441700-1_Cove Road PD&E_Final_Pond Siting Report
............................................................................................... 8 SECTION 5 EXISTING SITE CONDITIONS, consist of off-site stormwater ponds and onsite exfiltration trenches to provide water quality, Standards Article 4, Site Design Standards, Division 8, Excavating, Filling, and Mining, systems consisting of curb and gutter, inlets, and pipes to the proposed stormwater management site, treatment and water quantity attenuation will be provided in the proposed treatment site to replace
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/441700-1_cove-road-pd-e_final_pond-siting-report.pdf?sfvrsn=f9f81fdf_16820000.origind
: Trey Tillander, Manager State Specifications and Estimates Office SUBJECT: Proposed Specification, you a copy of a proposed specification change. This change was proposed by Jeff Morgan, Manager, site; that it responds to camera control signals from the operator; and that the video images can, field site. Ensure that video produced by the camera is true, accurate, distortion free, and free
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/6820000.origind.pdf?sfvrsn=53df3f05_0447887-1 PH IV ERC Comments
uploaded a separate Contamination Memorandum to the FDOT's FTP site for the bidding contractors, PROJECT MANAGER 6/17/2025 ACTIVE 0 Name Assignment Due Date Status Comments Jhamaul Hanner LEAD, to notify the FDOT a minimum of 30 days in advance of using an off-site area for ancillary construction, Name Assignment Due Date Status Comments Megan Lerner CONSULTANT PROJECT MANAGER 7/15/2025 ACTIVE 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/447887-1-ph-iv-erc-comments.pdf?sfvrsn=b4aea1bc_1fdot-bdv25-977-73-rpt
Research (CUTR) at the University of South Florida (USF) sincerely thanks FDOT Project Manager Mr, on this important research. Our appreciation also goes to FDOT Research Center Manager Mr. Darryll Dockstader, 4.1 Site Selection, ............................................................................. 58 Figure 23. Study site pedestrian crashes ....................................................................................... 59 Figure 24. Study site bicycle crashes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv25-977-73-rpt0b695050abe144ad9542fa43542b96c9.pdf?sfvrsn=5a881434_6freshwater-mussel-pa-update_jan2024_FWSsigned
, Robert L. Carey Manager, Division of Environmental Review Florida Ecological Services Office, , Tallahassee, FL (Joseph Sullivan, Luis Lopez) USFWS, Division Manager, Environmental Review, . As an alternative, site-specific presence/absence surveys can be conducted on a project-by-project basis. Direct, to be transported from the work site downstream into mussel habitat. Forman et al. (2002) indicated that roads, that due to site constraints must be stockpiled within 300 feet of streams. 1.12. Equipment staging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/freshwater-mussel-pa-update_jan2024_fwssigned.pdf?sfvrsn=5fe26b1_1ch10s06
that is determined by a Right of Way Agent, at the direction of the District Right of Way Manager (DRWM, . 10.6.6.7 On leasebacks, the District Right of Way Manager has the discretion to decide the method, The ODA sign and/or sign site shall be subject to an executed lease between FDOT and the sign owner, the estimate of value for market rent. The lease amount for the ODA sign and /or sign site shall, all governmental requirements and necessary clearance and setback requirements (e.g., site design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rightofway/documents/rowmanual/ch10s06709d1f2beebb4c4e8f58cb051422f69d.pdf?sfvrsn=f8e6c479_4Right of Way Property Leases_10 6
that is determined by a Right of Way Agent, at the direction of the District Right of Way Manager (DRWM, . 10.6.6.7 On leasebacks, the District Right of Way Manager has the discretion to decide the method, The ODA sign and/or sign site shall be subject to an executed lease between FDOT and the sign owner, the estimate of value for market rent. The lease amount for the ODA sign and /or sign site shall, all governmental requirements and necessary clearance and setback requirements (e.g., site design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rightofway/documents/rowmanual/right-of-way-property-leases_10-6.pdf?sfvrsn=23e1839_3SFH2024
) for previous borings in the area. Perform field reconnaissance of site and existing structures. Plan, problems, which are related to the geotechnical characteristics of the site. Summarize construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/sfh2024.pdf?sfvrsn=b574e71d_12019 Project Traffic Forecasting Handbook
is site specific and covers a limited geographic area. The ESAL Forecasting Process is required, . Often when major road construction projects are undertaken, a count site will be included, of the road. Each time a count is made, the technician will re-evaluate the site to determine if field, selecting site locations include the presence of c u r ves, crests, valleys, driveways, intersections, ”, the count is known as vehicle classification count. The count site will not require an axle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/sm-old-files/traffic-analysis/2019-project-traffic-forecasting-handbookcfb5975b7b0545669ea54c94aac3b809.pdf?sfvrsn=e105e71d_2