2219 search results for bridge inspection
Historical Item Averages Market Area 10
EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 0108 2 2 $10,760.75 $21,521.49 2.000 LS N, 0403 1100 1 $2,500.00 $35,000.00 14.000 SY N EPOXY CONCRETE OVERLAY FOR CONCRETE BRIDGE DECKS 0403 2100 1 $1,100.00 $12,870.00 11.700 CF N RESTORE SPALLED AREAS FOR CONCRETE BRIDGE DECKS 0411 1 2, - BRIDGE SUPERSTRUCTURE 0415 1 8 1 $3.00 $10,176.00 3,392.000 LB N REINFORCING STEEL- BULKHEAD 0425, N BRIDGE DECK EXPANSION JOINT, REHABILITATION, POURED JOINT WITH BACKER ROD 0458 1 22 1 $3,188.00
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HR 6,005.000 $374,545.32 $62.37 0102 22 MAINTENANCE OF TRAFFIC- TEMPORARY BRIDGE CLOSURE (BOTH ENDS OF BRIDGE), MONITORING ED 7.000 $525.00 $75.00 0102 60 WORK ZONE SIGN ED 23,732.000 $110,047.43, 1 MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING LS 1.000 $45,020.34 $45,020.34, $3,233.00 0400 2 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 10.000 $4,400.00 $440.00 0400143 CLEANING, , SHOTCRETE CF 786.000 $172,920.00 $220.00 0403 2100 RESTORE SPALLED AREAS FOR CONCRETE BRIDGE DECKS CF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/cont/oom_20240716_2023-maintenance-contract-cost-summary-by-pay-item.pdf?sfvrsn=f1bf184_1Scope_of_Services_Stage_I _01192024_Ad_25121
/A) ....................................................................................................................................................... 37 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT (N/A) ............................................ 37 11 STRUCTURES - TEMPORARY BRIDGE (N, CONCRETE BRIDGE (N/A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE (N/A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 14 STRUCTURES - STRUCTURAL STEEL BRIDGE (N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25121/scope_of_services_stage_i-_01192024_ad_25121.pdf?sfvrsn=8df19963_1Broward
WEST INSTALL I-75 MAINLINE LIGHTING BETWEEN THE BRIDGE OVER WESTON RD AND EAST OF US-27 (EXCEPT, ON 6.2.2023 USE OF SU FUNDS IS FINE 62-40-96: COMMERCIAL STEEL INSPECTIONS AS OF THAT MEETING DATE. USE, BRIDGE OVER SOUTH FORK NEWRIVER (860038) Vamsee Tirunagari BROWARD County: 7 - DISTRICT LET BRIDGE, Milestone (Days) Float (Months) Float 453729.1 OAKLAND PARK BLVD BRIDGE OVER N FORK MIDDLE RIVER Vamsee Tirunagari BROWARD County: 1 - TALLAHASSEE LET BRIDGE-REPAIR/REHABILITATION 6.867 Mile
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........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, completion of inspection by the divers, the Department may also elect to inspect the work before authorizing, report by the divers indicating the results of their underwater inspection before requesting
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any deficiencies found by the divers. Upon completion of inspection by the divers, the Department, of their underwater inspection before requesting authorization to place the seal concrete. 455-1.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4550000.pdf?sfvrsn=10d6d9d5_0SS4550000
any deficiencies found by the divers. Upon completion of inspection by the divers, the Department, of their underwater inspection before requesting authorization to place the seal concrete. 455-1.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4550000bf728f67f4b445b39276cfff3b24b226.pdf?sfvrsn=e8da5d9c_02024FDM240TMP
Standard Specifications for Road and Bridge Construction ( Standard Specifications ) (6, structures • Replacing sign panels • Placing bridge beams • Installing utility crossings See, - Transportation Management Plan 240.2.1.15 Bridge Construction To facilitate the development of an optimal, engineer must collaborate with each other prior to completion of Phase I roadway plans or the Bridge, : Delete FDM 240.2.1.15 and replace with the following: 240.2.1.15 Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm240tmp.pdf?sfvrsn=dd513bca_12024FDM240TMP
Standard Specifications for Road and Bridge Construction ( Standard Specifications ) (6, panels • Placing bridge beams • Installing utility crossings See the Standard Plans, 240.2.1.15 Bridge Construction To facilitate the development of an optimal design minimizing traffic, with each other prior to completion of Phase I roadway plans or the Bridge Development Report (BDR, and replace with the following: 240.2.1.15 Bridge Construction To facilitate the development
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm240tmp.pdf?sfvrsn=a27f8765_22025FDM240TMP
) FDOT Standard Specifications for Road and Bridge Construction (Standard Specifications) (6) Basis, this technique for: • Installing overhead sign structures • Replacing sign panels • Placing bridge, Standard Plans, 102 Series for requirements related to drop-offs in work zones. 240.2.1.15 Bridge, prior to completion of the Phase I Roadway Plans or the Bridge Development Report (BDR), whichever, with the following: 240.2.1.15 Bridge Construction To facilitate the development of an optimal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm240tmp.pdf?sfvrsn=dd70fd86_62025FDM240TMP
Standard Specifications for Road and Bridge Construction (Standard Specifications) (6) Basis, for: • Installing overhead sign structures • Replacing sign panels • Placing bridge beams, for requirements related to drop-offs in work zones. 240.2.1.15 Bridge Construction To facilitate the development, Plans or the Bridge Development Report (BDR), whichever is earlier. For very complex urban projects, -Conventional Projects: Delete FDM 240.2.1.15 and replace with the following: 240.2.1.15 Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm240tmp.pdf?sfvrsn=e74b90e2_32026FDM240TMP
Standard Specifications for Road and Bridge Construction (Standard Specifications) (6) Basis, panels • Placing bridge beams • Installing utility crossings See the Standard Plans for additional, FDOT Design Manual January 1, 2026 240 - Transportation Management Plan 12 240.2.1.15 Bridge, to completion of the Phase I Roadway Plans or the Bridge Development Report (BDR), whichever, with the following: 240.2.1.15 Bridge Construction To facilitate the development of an optimal design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm240tmp.pdf?sfvrsn=88cbbead_122026FDM240TMP
Standard Specifications for Road and Bridge Construction (Standard Specifications) (6) Basis, panels • Placing bridge beams • Installing utility crossings See the Standard Plans for additional, Plans, 102 Series for requirements related to drop-offs in work zones. 240.2.1.15 Bridge, to completion of the Phase I Roadway Plans or the Bridge Development Report (BDR), whichever is earlier, with the following: 240.2.1.15 Bridge Construction To facilitate the development of an optimal design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm240tmp.pdf?sfvrsn=3a9a4fc5_3FMTP24_TM8_Implementation
Deployment BIP Bridge Investment Program CMAQ Congestion Mitigation and Air Quality Program CRISI, Acquisition and Bridge Construction Trust Fund, and the Transportation Disadvantaged Trust Fund. State, Programs Program Agency Type Authority Purpose Right of Way Acquisition and Bridge Construction, by law, or to finance or refinance the cost of state bridge construction, and purposes incidental to such property acquisition or state bridge construction. Surface Transportation Trust Fund FDOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/fmtp24/fmtp24_tm8_implementation.pdf?sfvrsn=4036a0dc_5449737-1 ScopeOfServices
TASKS AND DRAWINGS 37 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT (N/A) 38 11 STRUCTURES - TEMPORARY BRIDGE (N/A) 38 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE (N/A) 38 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE (N/A) 38 14 STRUCTURES - STRUCTURAL STEEL BRIDGE (N/A) 38 15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE (N/A) 38 16 STRUCTURES - MOVABLE SPAN (N/A) 38 17 STRUCTURES - RETAINING WALLS, OF SERVICES FOR CONSULTING ENGINEERING SERVICES HIGHWAY AND BRIDGE/STRUCTURAL DESIGN This Exhibit forms
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Specifications from Department of Transportation Standard Specifications for Road and Bridge, modifications of a category 2 bridge, as determined by the Engineer, shall have the following conditions of acceptance: All bridge Plans relating to the Proposal shall undergo an independent peer, criteria requirements including bridge load ratings. 4-3.9.7 Sharing Arrangements: If the Department, . When, upon completion of the final construction inspection of the entire project, the Engineer
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for Road and Bridge Construction The following excerpts from the Standard Specifications and Special, of Category 2 Bridges: A Proposal that proposes major design modifications of a category 2 bridge, as determined by the Engineer, shall have the following conditions of acceptance: All bridge Plans, bridge load ratings. 4-3.9.7 Sharing Arrangements: If the Department approves a Proposal, . When, upon completion of the final construction inspection of the entire project, the Engineer
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for Road and Bridge Construction The following excerpts from the Standard Specifications and Special, of Category 2 Bridges: A Proposal that proposes major design modifications of a category 2 bridge, as determined by the Engineer, shall have the following conditions of acceptance: All bridge Plans, be in compliance with all applicable Department, FHWA and AASHTO criteria requirements including bridge, . When, upon completion of the final construction inspection of the entire project, the Engineer
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Checklist Specifications from Department of Transportation Standard Specifications for Road and Bridge, : A Proposal that proposes major design modifications of a category 2 bridge, as determined by the Engineer, shall have the following conditions of acceptance: All bridge Plans relating, with all applicable Department, FHWA and AASHTO criteria requirements including bridge load ratings, completion of the final construction inspection of the entire project, the Engineer determines
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