2414 search results for fla

D4 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_3

2023FDM906BHRS

. 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_1

2024FDM906BHRS

. 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_1

2025FDM906BHRS

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_2

2025FDM906BHRS

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_1

SPM1020301WD-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_1

649-020FHWAApprovedPkg2

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_1

2024nov-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_1

2024nov-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_1

2024nov-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_1

2024nov-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_1

170019_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_1

2014-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
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