2219 search results for bridge inspection
Historical Item Averages Market Area 13
$125,034.41 15.000 LS N MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 0108 2 9, (SEAL) 0400 2 4 2 $1,408.50 $2,166,973.00 1,538.500 CY N CONC CLASS II, BRIDGE SUPERSTRUCTURE 0400 2 5 1 $10,800.00 $29,160.00 2.700 CY N CONCRETE CLASS II, BRIDGE SUBSTRUCTURE 0400 2 8 1 $5,800.00, , BRIDGE SUBSTRUCTURE 0400 4 8 1 $13,560.00 $52,884.00 3.900 CY N CONC CLASS IV, BULKHEAD 0400 4 11 2, BRIDGE DECK GROOVING 0400140 1 1 $2,500.00 $27,500.00 11.000 EA N NEOPRENE PAD REPLACEMENT, BENT/PIER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-13.pdf?sfvrsn=24273832_42025FDM120DsnSubmtls
in alignment, grade, or typical section. Bridge Geotechnical Report D) Surveying and Mapping, & assumptions Bridge Hydraulics Report Request drainage design Request final drainage review Permit review, , especially for large areas such as drainage maps. Drainage design survey data from site inspection, design. (5) Bridge data sheet surveys, channel alignment survey data, and bathymetric data. 120.2.2, , including roadside ditches • Border and clear zone • Bicycle and pedestrian facilities • Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm120dsnsubmtls.pdf?sfvrsn=f0f0dccd_2D4-01-05-24BSN
and Bridge Construction, or as amended by the project Specifications Package or any Supplemental, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies, -assist.shtm Standard Specifications for Road and Bridge Construction and the Special Provisions, Aid No: N/A Total Roadway Length: 5.532 Miles Contract Days: 163 Total Bridge Length: 0.000 Miles, AND BRIDGE CONSTRUCTION FY2023-24 (SECTION 7-13) FOR INSURANCE LIMITS. Call Order: 001 Proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jan05/d4-01-05-24bsn.pdf?sfvrsn=119106e0_23460402-723FHWA
identification code for each element indicating the bridge or structure number, location and type, to be constructed. 5.A sequential ID number assigned to each element indicating bridge number, element, . Also submit data logger summaries and graphs, and results of the visual inspection of each element, element indicating the bridge or structure number, location and type of element, least dimension
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3460402-723fhwa5550ea3cf3f34a709fb5a230ca95c471.pdf?sfvrsn=4a3a03d_2E6P60
Contract Days: 270 Total Bridge Length: 0.042 Miles Letting Date: 09/25/25 Total Proposal Length, Quantity Section 0001 Structures 0458- 1- 21 BRIDGE DECK EXPANSION JOINT, REHABILITATION, POURED JOINT WITH BACKER ROD LF 201.000 0458- 2- POLYMER NOSING FOR BRIDGE DECK EXPANSION JOINT CF 16.800, 128.710 0107- 2- MOWING AC 90.900 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/sep25/e6p60.pdf?sfvrsn=f2c03a6f_1RIGHT_OF_WAY_MANUAL_FULL-06032025
, Eminent Domain. The inspection team should, when possible, identify and document or track
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rightofway/documents/rowmanual/right_of_way_manual_full_11122024.pdf?sfvrsn=6c515666_7SP4550000DB 7-20
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, by the divers. Upon completion of inspection by the divers, the Department may also elect to inspect, inspection before requesting authorization to place the seal concrete. 455-1.4 Vibrations on Freshly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/design-build/sp4550000db-7-20.pdf?sfvrsn=5b0af588_54550000DB.origind
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger, . Upon completion of inspection by the divers, the Department may also elect to inspect the work, report by the divers to the Engineer indicating the results of their underwater inspection before
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/4550000db.origind.pdf?sfvrsn=9537af1a_04550000DB.origind
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations, by the divers. Upon completion of inspection by the divers, the Department may also elect to inspect the work, a written report by the divers to the Engineer indicating the results of their underwater inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4550000db.origind.pdf?sfvrsn=38c24abf_0SP4550000DB
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, by the divers. Upon completion of inspection by the divers, the Department may also elect to inspect, a written report by the divers to the Engineer indicating the results of their underwater inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/design-build/sp4550000db.pdf?sfvrsn=5cffa162_1SP4550000DB-7-17
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, of inspection by the divers, the Department may also elect to inspect the work before authorizing, by the divers to the Engineer indicating the results of their underwater inspection before requesting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/design-build/sp4550000db-7-17.pdf?sfvrsn=692b4c30_1SP4550000DB
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, of inspection by the divers, the Department may also elect to inspect the work before authorizing, by the divers to the Engineer indicating the results of their underwater inspection before requesting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/design-build/sp4550000db.pdf?sfvrsn=64786dd0_1D3-01-08-26BSN
consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, VIDEO INSPECTION AND DESILTING Limits: Midpoint Project(s): 42212227263(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: Total Bridge Length: 0.000 Miles Letting Date: Total, consist of storm sewer video inspection, mapping, desilting pipes and box culverts, and cleaning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/jan08/d3-01-08-26bsn.pdf?sfvrsn=c6f34513_1D2-12-13-23BSN
in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized, and Bridge Construction and the Special Provisions for instructions for submission of a DBE/AA Plan, Order: 001 Proposal: E21D4 District:02 Counties: DIST/ST-WIDE Road Name: Bridge Painting for Duval, ): 41022147216 Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2023/dec13/d2-12-13-23bsn.pdf?sfvrsn=bbf64b34_1D2-04-16-25BSN
in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, or as amended, Specifications for Road and Bridge Construction. Insurance companies must be authorized to do business, Specifications for Road and Bridge Construction and the Special Provisions for instructions for submission, : 1.704 Miles Contract Days: 850 Total Bridge Length: 0.030 Miles Letting Date: 04/16/25 Total, : E21B5 ALT Item Description Unit Quantity Section 0001 Structures 0400- 2- 4 CONC CLASS II, BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/d2-04-16-25bsn.pdf?sfvrsn=6c7821de_1d4-2022-checklist-for-landscape-permit-plans-r0
and vertical clearance, as required by the FDOT Maintenance Rating Program: a. Bridge = 5, for Road and Bridge Construction and applicable Interim Revisions (IRs) are available at the following, : Florida Department of Transportation, January 2022 Standard Specifications for Road and Bridge, to the FDOT District Operations Permit Landscape Inspector upon inspection. 5. Sodded areas, agency are to perform a pre-construction visual inspection and performance test to document
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/districts/d4/d4-2022-checklist-for-landscape-permit-plans-r0.pdf?sfvrsn=7b44f550_1E1X23Addendum003
and Inspection: . . . . . . . . ................................................... 3 2 V. Testing, of material inspection and testing, field acceptance tests or ITS Field/Stand-Alone Acceptance Tests, . Construction Engineering and Inspection, will provide contract administration, management services, construction engineering inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x23/e1x23addendum003.pdf?sfvrsn=b4ffc902_1451270-1 Scope of Services
AND BRIDGE/STRUCTURAL DESIGN This Exhibit forms an integral part of the agreement between the State, OF PONCE DE LEON BLVD TO N OF LAKE ISIS AVE Bridge No(s).: 090054 090028 Railroad Crossing, . These Contract Documents will be used by the DEPARTMENT or its Construction Engineering Inspection (CEI) representatives for inspection and final acceptance of the project. The CONSULTANT shall, Provisions for all items of work not covered by the Standard Specifications for Road and Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/451270-1-scope-of-services.pdf?sfvrsn=9854f3d5_1Historical Item Averages Market Area 08
$32,508.62 $227,560.36 7.000 LS N MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING, CONCRETE PAVEMENT SLAB REPLACEMENT 0370 1 1 $10.00 $21,180.00 2,118.000 LF N BRIDGE APPROACH, , CULVERTS 0400 2 4 4 $1,567.02 $17,110,735.80 10,919.300 CY N CONC CLASS II, BRIDGE SUPERSTRUCTURE 0400 2 5 2 $1,862.21 $587,340.00 315.400 CY N CONCRETE CLASS II, BRIDGE SUBSTRUCTURE 0400 2 10 4, CONCRETE CLASS II, MASS, BRIDGE SUBSTRUCTURE 0400 4 1 2 $2,341.26 $1,914,915.00 817.900 CY N
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through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, of the foundation soils or rock. Correct any deficiencies found by the divers. Upon completion of inspection, to the Engineer indicating the results of their underwater inspection before requesting authorization, to driving, clearly mark the piles to facilitate inspection. Provide individual straight-line marks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/sp4550000db-723fhwa.pdf?sfvrsn=d0a69c71_1