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crashmanualcomplete

19 Impact Attenuator/Crash Cushion 30 Concrete Traffic Barrier 20 Bridge Overhead Structure 31 Other Traffic Barrier 21 Bridge Pier or Support 32 Tree (standing) 22 Bridge Rail 33

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/crash-data-academy/crashmanualcomplete.pdf?sfvrsn=aa6c78e3_1

://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following, Plans for Road Construction and associated IRs are available at the Bridge Construction and applicable, - UTV-2* TEMPORARY TRAFFIC CONTROL PLANS 51 - 55 DRAINAGE STRUCTURES 49 - 50 SPECIAL DETAILS 45, PLANS NONE RAILROAD CROSSING: NONE BRIDGE LIMITS: NONE EXCEPTIONS: BEGIN MP 6.527 - END MP 16.323, O I S S E F O R P A D I R O L F TEMPORARY TRAFFIC CONTROL PLANS 51 - 55 SPECIAL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25129/44893715201-plans-01-roadway.pdf?sfvrsn=95affad0_1

E4X61ExhibitA

the Department’s Standard Specifications for Road and Bridge Construction, are applicable, ,  Electrical power service assemblies,  Pre-stressed concrete, steel and aluminum poles,  Vehicle, (CV), Smart Work Zone (SWZ), and Movable Bridge Notification System deployments,  Highway, the Department’s latest Standard Specifications for Road and Bridge Construction. The Contractor shall, Specifications for Road and Bridge Construction  Florida Statutes  Manual of Uniform Minimum Standards

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x61/e4x61exhibita.pdf?sfvrsn=6328ffee_1

fdot-bdv25-977-03-rpt

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv25-977-03-rpt3bdd3317-cf6a-4363-920f-215893033ce9.pdf?sfvrsn=eb23f16e_1

44927515201-PLANS-01-ROADWAY - PHIV Revised

NONE PROJECT LIMITS: EXCEPTIONS: BRIDGE LIMITS: RAILROAD CROSSING: DISTRICT ONE OFFICE 801 N, SPECIFICATIONS: http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge, Standard Plans for Road Construction and associated IRs are available at the Bridge Construction, PLANS ROADWAY PLANS DATE SUBMITTED: 07/30/24 PHASE IV PLANS TEMPORARY TRAFFIC CONTROL PLAN 49, 33830-3809 801 N. BROADWAY AVENUE FLORIDA DEPARTMENT OF TRANSPORTATION TEMPORARY TRAFFIC CONTROL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927515201-plans-01-roadway---phiv-revised.pdf?sfvrsn=ce8e0a61_1

BStandardPlans-FY2023-24

Temporary Detour Bridge - Timber Pile Foundations 450-511 Bearing Plates (Type I) - Prestressed Florida-I & AASHTO Type II Beams 102-220 Temporary Detour Bridge - Steel H Pile Foundations 450-512 Bearing, - Steel Pipe Pile Foundations Structures Foundations 102-240 Temporary Detour Bridge Thrie - Beam, of Traffic 450-452 15" Florida Slab Beam 102-200 Temporary Acrow 300 Series Detour Bridge General Notes & Details 450-453 18" Florida Slab Beam 102-201 Temporary Acrow 700XS Series Detour Bridge General

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/bstandardplans-fy2023-24.pdf?sfvrsn=b20b0ec1_3

BStandardPlansFY2024-25

Temporary Detour Bridge - Timber Pile Foundations 450-511 Bearing Plates (Type I) - Prestressed Florida-I & AASHTO Type II Beams 102-220 Temporary Detour Bridge - Steel H Pile Foundations 450-512 Bearing Plates (Type 2) - Prestressed Florida-I & AASHTO Type II Beams 102-230 Temporary Detour Bridge - Steel, of Traffic 450-452 15" Florida Slab Beam 102-200 Temporary Acrow 300 Series Detour Bridge General Notes & Details 450-453 18" Florida Slab Beam 102-201 Temporary Acrow 700XS Series Detour Bridge General

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/bstandardplansfy2024-25.pdf?sfvrsn=c77c12a3_1

BStandardPlansFY2024-25

Temporary Detour Bridge - Timber Pile Foundations 450-511 Bearing Plates (Type I) - Prestressed Florida-I & AASHTO Type II Beams 102-220 Temporary Detour Bridge - Steel H Pile Foundations 450-512 Bearing Plates (Type 2) - Prestressed Florida-I & AASHTO Type II Beams 102-230 Temporary Detour Bridge - Steel, of Traffic 450-452 15" Florida Slab Beam 102-200 Temporary Acrow 300 Series Detour Bridge General Notes & Details 450-453 18" Florida Slab Beam 102-201 Temporary Acrow 700XS Series Detour Bridge General

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/bstandardplansfy2024-25.pdf?sfvrsn=f2c36cfa_1

BStandardPlansFY2025-26

-U Beams 102-210 Temporary Detour Bridge - Timber Pile Foundations 450-511 Bearing Plates (Type I) - Prestressed Florida-I & AASHTO Type II Beams 102-220 Temporary Detour Bridge - Steel H Pile, Temporary Detour Bridge - Steel Pipe Pile Foundations Structures Foundations 102-240 Temporary Detour, Detour Bridge General Notes & Details 450-453 18" Florida Slab Beam 102-201 Temporary Acrow 700XS, 515-022 Pedestrian/Bicycle Bullet Railing Details 515-051 Bridge Pedestrian/Bicycle Railing (Steel

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/bstandardplansfy2025-26.pdf?sfvrsn=5627ff23_2

Context Classification Framework for Bus Transit FINAL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/transit-facilities-design/context-classification-framework-for-bus-transit-final.pdf?sfvrsn=a53e4325_2

App H BCR_South_CSER

north of westbound Terminal Drive bridge to offset the storage lost from introducing the platform, to the outside. The station work and existing bridge piers will require the existing FEC Railway, circulation/pedestrian bridge to access the platform. Pedestrians will only be able to take a designated, : • A single 17 feet wide by 500 feet long side platform on the east side. • A temporary dwell track

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/projects_browardcommuterrail/appendices-environmental-assessment/app-h-bcr_south_cser.pdf?sfvrsn=70d34705_1