2415 search results for fla
D4 Public Hearing Report 2025 - Broward
TO CHANGE BROWARD COUNTY Florida Rail Enterprise 437454-1 - SFRC FLAGGING AND EMERGENCY SERVICES Type, - BROWARD BOULEVARD FROM FLAMINGO ROAD TO SOUTHWEST 1ST AVENUE Type of Work: OPERATING FOR FIXED ROUTE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2025---broward.pdf?sfvrsn=79e63609_3D4 Public Hearing Report 2026 - Broward
/Segment SUBJECT TO CHANGE BROWARD COUNTY Florida Rail Enterprise 437454-1 - SFRC FLAGGING, $545,000 $545,000 $545,000 $545,000 $546,000 440262-1 - BROWARD BOULEVARD FROM FLAMINGO ROAD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2026---broward.pdf?sfvrsn=90b712af_32023FDM906BHRS
. Orient the map so that the north arrow points toward the top of the sheet. Flag and label the bridge, /zmmkmmoLDvk ). Flag and label bridge structures located immediately upstream and downstream that affect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023fdm906bhrs.pdf?sfvrsn=e38fc98f_12024FDM906BHRS
. Orient the map so that the north arrow points toward the top of the sheet. Flag and label the bridge, /zmmkmmoLDvk ). Flag and label bridge structures located immediately upstream and downstream that affect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm906bhrs.pdf?sfvrsn=9df6ecd_12025FDM906BHRS
the north arrow points toward the top of the sheet. Flag and label the proposed bridge location, ). Flag and label bridge structures located immediately upstream and downstream that affect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm906bhrs.pdf?sfvrsn=8172bf2b_22025FDM906BHRS
toward the top of the sheet. Flag and label the proposed bridge location as “Proposed Bridge, . Flag and label bridge structures located immediately upstream and downstream that affect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm906bhrs.pdf?sfvrsn=7d838844_1649-020FHWAApprovedPkg2
Bolts Center to Flat Measured Inside Radius Center of Pole Thickness (1" Min.) Five Times Pole, . or Base Dia. Measured Flat to Flat Leveling Nut Foundation Base Plate See DETAIL "A" Pole (1) Bolt, Spaced Anchor Bolts Center to Flat Measured Inside Radius Center of Pole Thickness (1" Min, Thickness Tip Dia. or Base Dia. Measured Flat to Flat Leveling Nut Foundation Base Plate See DETAIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/649-020fhwaapprovedpkg2.pdf?sfvrsn=b0c87ea0_12024nov-fri09-DetoursCaseStudy
, responding to incidents, flagging traffic • Extensive public outreach • Ta ilored and targeted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-fri09-detourscasestudy.pdf?sfvrsn=56ba558d_12024nov-fri09-DetoursCaseStudy
, responding to incidents, flagging traffic • Extensive public outreach • Ta ilored and targeted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-fri09-detourscasestudy.pdf?sfvrsn=8c12b378_1SPM1020301WD-725-i19870
MAINTENANCE OF TRAFFIC – WORK DOCUMENT. (REV 1-20-25) (FY 2025-26) SUBARTICLE 102-3.1 is deleted and the following substituted: 102-3.1 Contractor’s Responsibility: Time begins when the Engineer is notified that setup is complete and flagging operations and maintenance of all temporary traffic control devices are ready for work to begin. Time ends when work has been completed. Notify the Engineer immediately when work has been completed. travel time to and from the work site, as well
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/maintenance/workbooks/fy-2025-26/spm1020301wd-725-i19870.pdf?sfvrsn=2fe8756e_1District 1 DTWP 2026-2030
450671-1 - SR 25 (US 27) AT FLAGPOLE RD Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Fund Code
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/district-1-dtwp-2026-2030.pdf?sfvrsn=f5f9f138_1Energy Sector Supply Chain Summary
at 150 pounds, excluding containerized or trailer-on-flatcar shipments. o Other and Unknown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/multimodal/flfac/energy-sector-supply-chain-summary.pdf?sfvrsn=efe22edd_12024nov-thu02-RailSafety
% 77.68% 1.99% 16.13% % of Collisions by Warning Device Flashing Lights None* Gates Other Passive 79% 82% of collisions between 2013 -2023 happened at crossings with flashing lights/gates, • Trainfo • Flashing Chevrons Traffic Signal Preemption Preemption required if any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu02-railsafety.pdf?sfvrsn=294ebe07_12024nov-thu02-RailSafety
% 77.68% 1.99% 16.13% % of Collisions by Warning Device Flashing Lights None* Gates Other Passive 79% 82% of collisions between 2013 -2023 happened at crossings with flashing lights/gates, • Trainfo • Flashing Chevrons Traffic Signal Preemption Preemption required if any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu02-railsafety.pdf?sfvrsn=ff9619e1_1450-199
p a n � Span Top Flange Width (Varies) S l o p e = V a r i e s " Design Min. 2 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-199.pdf?sfvrsn=6ded3821_1450-199
a n � Span Top Flange Width (Varies) S l o p e = V a r i e s " Design Min. 2 1 End
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-199.pdf?sfvrsn=5ad32db4_12024nov-thu03-SRCUpdate
flanges where applicable. Fo r the bridges studied, the top flange fatigue stress range from, variation in the girder top flange over the intermediate pier for fatigue test planning, and end, of the HRBS was selected so that the flange extends at least 2-in. beyond the HRBS. A variation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu03-srcupdate.pdf?sfvrsn=4eb49c14_12024nov-thu03-SRCUpdate
flanges where applicable. Fo r the bridges studied, the top flange fatigue stress range from, variation in the girder top flange over the intermediate pier for fatigue test planning, and end, of the HRBS was selected so that the flange extends at least 2-in. beyond the HRBS. A variation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu03-srcupdate.pdf?sfvrsn=3d994966_1170019_2021-03-29_INSPECTION REPORT REGULAR NBI
% Deck Area: 6735 sqft Border Struct No (99): Structure Flared (35): 0 No flare FIPS State/Region, Hours: Fracture Critical 4 mos 24 02/22/2021 Flagger Hours: Underwater X 0 mos 09/09/2004
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26105/170019_2021-03-29_inspection-report-regular-nbi.pdf?sfvrsn=d7d0acb3_12014-FDOTexpo-FRPtraining
Flat Slab Superstructures - Pile Bent Caps not in direct contact with water - Pier Columns and Caps, ) Degradation factors Moisture - Diffusion through matrix - Flow through cracks or other flaws
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/innovation/frp/2014-fdotexpo-frptraining.pdf?sfvrsn=90cb2eb9_1