13229 search results for DESIGN
44893815201-ESTIMATES-QUANTITIES
. Match the pay item numbers and quantities in Designer Interface for AASHTOWare Project Preconstruction, of Measure P F P F Design Notes Construction Remarks 0101 1 Mobilization LS 1 1, Required Duration (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks, (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0710 11 131 Painted, Station Side Element ID Design Notes Construction Remarks 0102 89 1 Temporary Crash Cushion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-estimates-quantities.pdf?sfvrsn=e8c5fa55_1Motorcycles Traffic Safety Facts 2021 Data
and NASS GES estimates are not comparable due to different sample designs. Refer to end of document
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/3-grants/motorcycles-traffic-safety-facts-2021-data.pdf?sfvrsn=9b243c1b_10070702Admin.FHWA
without exceeding the structure’s design load capacity. Submit to the Department for approval eight copies of design calculations, layout drawings, and erection drawings showing how the equipment, statement throughout the Contractor’s organization. (b)2. The designation of a Liaison Officer within, and develop the procedures for using the loaded equipment without exceeding the structure’s design load capacity. Submit to the Department for approval eight copies of design calculations, layout drawings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0070702admin.fhwa.pdf?sfvrsn=4c2442b6_0fdot-beb11-rpt
updating the equivalent axle load factor values used for the design of non-limited highway pavements, rehabilitation or design strategies with respect to OW vehicle movement, the impact of such vehicles, evaluated the pavement design approach adopted by FDOT and compared it with the design based, on the design thickness of the surface course. Based on the analysis, it is recommended that FDOT consider updating the equivalent axle load factor (EALF) values used for the design of non-limited pavements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-beb11-rpt.pdf?sfvrsn=25c4f67e_14551508-724FHWA
the shaft for shafts deeper than 60 feet. Use a sampling tool designed to sample over a depth 4551508D01, interval of core recovery. Submit the coring log and transport the cores to the location designated, excavation equipment and methods designed so that the completed shaft excavation will have a flat, deeper than 60 feet. Use a sampling tool designed to sample over a depth range of 12 inches or less
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4551508-724fhwa.pdf?sfvrsn=749486ee_2Root Cause Analysis Lane Departure - Fact Sheet & Countermeasure Summary_08112023
barriers that, when impacted, are designed to deform and deflect, absorbing some of the crash energy, strategic roadside design elements, including flattened sideslopes, can provide drivers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/crash-data/root-cause-analysis-lane-departure---fact-sheet-countermeasure-summary_08112023.pdf?sfvrsn=1c736b63_1Root Cause Analysis Lane Departure - Fact Sheet & Countermeasure Summary_v13
that, when impacted, are designed to deform and deflect, absorbing some of the crash energy, strategic roadside design elements, including flattened sideslopes, can provide drivers with an opportunity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/crash-data/root-cause-analysis-lane-departure---fact-sheet-countermeasure-summary_v13.pdf?sfvrsn=dae2dde4_1Stipulation_VII_Document_Guide_10032023
and should be included in addition to the minimal requirements. Each checklist is designed, research which informed the research design for the survey, nature of the survey conducted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/cultural-resources/stipulation_vii_document_guide_10032023.pdf?sfvrsn=525184b5_2BCR-South-Frequently-Asked-Questions-May-2024
crossings designed to keep motorists out of the danger zone. To increase safety for the public, white, 2025, followed by design and construction. 15. Will there be available parking at the commuter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/projects_browardcommuterrail/bcr-south-frequently-asked-questions-may-2024.pdf?sfvrsn=d6fd3ead_1E3X08Addenda001
for Bridge Construction are included in the Structures Plans following website: http://www.fdot.gov/design, . DWG. NO. SHEET NO. SHEET TITLE: PROJECT NAME: DRAWN BY: CHECKED BY: DESIGNED BY: CHECKED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jul11/e3x08addenda001.pdf?sfvrsn=48891bfe_11-MPOAC-Staff-Directors-Power-Point-November-01-2018
Performance • Designed to Simplify and Support PM3 Reporting Requirements for FDOT and MPOs, . Documenting Performance 5. Design Guidelines 6. Project Prioritization and Funding 7. Innovative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/1-mpoac-staff-directors-power-point-november-01-2018.pdf?sfvrsn=94451b48_12-MPOAC-Governing-Board-Power-Point-November-01-2018
Ta rgets • Help Determine Performance • Designed to Simplify and Support PM3 Reporting, Planning 4. Documenting Performance 5. Design Guidelines 6. Project Prioritization and Funding 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/2-mpoac-governing-board-power-point-november-01-2018.pdf?sfvrsn=98fa2d95_16330201-724IMPL
) Polarization Mode Dispersion Link Design Value (PMDQ): ≤0.04 km p s Ensure that all fiber in the buffer, constructed reel designed to prevent damage to the cable during shipment and installation. 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/6330201-724impl.pdf?sfvrsn=bddbb6db_16650000-722FHWA
and installation without binding. The switch must have a design life of one million operations (minimum, control equipment, wiring, mounting hardware, pushbuttons, and pedestrian actuation signs designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/6650000-722fhwa.pdf?sfvrsn=aa34f2e9_26500200-122FHWA
. Design each signal section to prevent the accumulation of standing water within the assembly. All, of the backplate panel, no closer than 1/2 inch from any louvers. All materials must be designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/6500200-122fhwa.pdf?sfvrsn=920bdd93_2SS7850000
: Measure the ground resistance with an instrument designed specifically to measure and document earth, -staged design with maximum let-through voltage as shown in the accompanying table. Testing shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss7850000.pdf?sfvrsn=dd2d03a5_0SS7850000
and Certification: Measure the ground resistance with an instrument designed specifically to measure and document, . Ensure that these devices are of hybrid multi-staged design with maximum let-through voltage as shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7850000.pdf?sfvrsn=70957cb0_0SS7850000
the ground resistance with an instrument designed specifically to measure and document earth/ground, that these devices are of hybrid multi-staged design with maximum let-through voltage as shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7850000.pdf?sfvrsn=75958b94_0SS7850000
with an instrument designed specifically to measure and document earth/ground resistance, soil resistance, -staged design with maximum let-through voltage as shown in the accompanying table. Testing shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7850000.pdf?sfvrsn=a9ebfca1_0SunGuide-PS-ICD-6.2
, the following document should be reviewed: SunGuide Software Design Document (SDD) The SDD will provide an understanding of how individual components of SunGuide were designed. Finally the ICD, along
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/releases/icd/6.2/sunguide-ps-icd-6-2.pdf?sfvrsn=cbc1a4ed_1