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2025-26_DraftPlanningGrantAllocations

$46,121 Nassau $24,962 Escambia $30,263 Okaloosa $27,736 Flagler $25,589 Okeechobee $23,701 Franklin

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/grantdocs/2025-26_draftplanninggrantallocations.pdf?sfvrsn=2a0c51ae_1

Aerial-Status

POLK COLLIER LEVY LAKE LEE MARION BAY OSCEOLA MIAMI-DADE VOLUSIA HENDRY DIXIE TAYLOR LEON GLADES DUVAL CLAY WALTON ORANGE PASCO GULF JACKSON LIBERTY ALACHUA PUTNAM BAKER NASSAU CITRUS MARTIN DESOTO MADISON MANATEE HARDEE BROWARD WAKULLA HOLMES GADSDEN PALMBEACH HIGHLANDS SANTAROSA BREVARD OKALOOSA STJOHNS COLUMBIA SUMTER PALM BEACH HILLSBOROUGH ESCAMBIA ST.LUCIE OKEECHOBEE SUWANNEE CHARLOTTE CALHOUN JEFFERSON FLAGLER SARASOTA FRANKLIN

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/co-gis/aplus/aerial-status7dbc139ce1da4305b009b17ee6843b0a.pdf?sfvrsn=2d665093_25

Volusia County

Hill PD Ormond Beach PD Volusia County School Transportation Volusia Flagler TPO Orange City PD Volusia

https://www.fdot.gov/d5safety/community-traffic-safety-teams/volusia-county

D5 Work Program Flyer

/WPPH/District5 NASA Causeway Bridge, Brevard County S.R. A1A Buried Sea Wall, Volusia and Flagler Counties

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-meeting-materials/d5-work-program-flyer.pdf?sfvrsn=d15cd170_1

2024-03-12 New York Pedestrian Overpass Phase IIR - Roadway

. FLAGGING SERVICES CAN ONLY BE PERFORMED BY PERSONNAL QUALIFIED BY CSX. TO IMPACT CSX RIGHT-OF-WAY OR TRACKS. FLAGGING SERVICES MAY TAKE UP TO 90 DAYS TO CSX RAILROAD FLAGMAN IS REQUIRED ANYTIME CONTRACT, TO REQUEST NEEDED FLAGMAN OR ACCESS TO CSX RIGHT-OF-WAY. FLAGGING REQUIREMENTS - THE CONTRACTOR, TO THE REQUEST FOR A FLAGMAN. GRADE SEPARATION - CONTRACTOR SHALL PROVIDE THE FOLLOWING DOCUMENTS BASED, PLAN FOR APPROVAL PRIOR TO THE REQUEST FOR A FLAGMAN. CRASHWALLS - CONTRACTOR SHALL PROVIDE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---roadway.pdf?sfvrsn=af7ea9f9_1

Version Description Document_8.2

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/releases/8.2/version-description-document_8-2.pdf?sfvrsn=2b69d1c_1

9740000-722origind

and Microscopic Evaluation 1 Provide NTPEP Test Report No lifting, debonding, cracking, flaking, No lifting, debonding, cracking, flaking, and missing or partial domes. Color Measurement 1 Provide, NTPEP Test Report No cracking, flaking, missing or partial domes, 20 ft-lb energy. Adhesive

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9740000-722origind.pdf?sfvrsn=bcd11c66_2

450-120

in the top flange to accommodate & S under the cross wires on the bottom row of strands or above, K 1 J 3 " Edge of Flange Backwall or Front Face of � Pier or Bent � Bearing � Bearing � Pier or Bent � Beam Flange for Ø

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-120.pdf?sfvrsn=2af277ea_1

450-120

in the top flange to accommodate & S under the cross wires on the bottom row of strands or above, 1 J 3 " Edge of Flange Backwall or Front Face of � Pier or Bent � Bearing � Bearing � Pier or Bent � Beam Flange for Ø

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-120.pdf?sfvrsn=32942692_1

450-120

in the top flange to accommodate & S under the cross wires on the bottom row of strands or above Strands, J 3 " Edge of Flange Backwall or Front Face of � Pier or Bent � Bearing � Bearing � Pier or Bent � Beam Flange for Ø

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/450-120.pdf?sfvrsn=adcb866a_1

450-453FHWAApproved

position* ¡ outermost ¡ Strand N & FSB Flange Bars 5E, See Details ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail " Fillet 4 3 ( B o t t o m ) 2 " C, ¡ Strands N strand position* ¡ outermost ¡ Strand N & ¡ Beam See Flange Detail ( B o t t, . *** At the Contractor's option, the Optional (Sides) TYPICAL SECTION Flange) Bottom (Side of MARK SIZE, 4D3 Bars 4D1 or 4D2 10 (End 1) 10 (End 2) ELEVATION Direction of Stationing END 1 END 2 FLANGE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/450-453fhwaapproved.pdf?sfvrsn=eb4858ea_1

SSM1062200-721

and approved by the Engineer. Payment for flatbed trucks, dump trucks, wreckers, and front-end loaders

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/ssm1062200-721.pdf?sfvrsn=dcda25cd_2

SS1062200-i16476

minimum shall be prorated in one half hour increments and approved by the Engineer. Payment for flatbed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/ss1062200-i16476.docx?sfvrsn=78034fa0_2

SS1062200

minimum shall be prorated in one half hour increments and approved by the Engineer. Payment for flatbed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/ss1062200.docx?sfvrsn=f7f74936_2

SS1062200

and approved by the Engineer. Payment for flatbed trucks, dump trucks, wreckers, and front-end loaders

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/implemented/ss1062200.pdf?sfvrsn=17f8f37d_1