2219 search results for bridge inspection

9600000.FHWA

. Average concrete bearing stress shall be in compliance with AASHTO LRFD Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications. 4. Test anchorages with typical local zone reinforcement shown in system drawings. 5. Test anchorages in accordance with AASHTO LRFD Bridge, with grout or flexible filler outlets shall be suitable for inspection from either top or front of anchorage. Anchorages may be fabricated to facilitate both inspection locations or may be two

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9600000.fhwa.pdf?sfvrsn=f614a461_0

4580206.impl

recommendations, including bridge deck pouring sequence, restraints, finishing, etc., for successful, inspection at the jobsite and in accordance with requirements of this Section. Submit certified mill

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4580206.impl.pdf?sfvrsn=84c1353b_0

E8W58-R0

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 08251021 Call Order: 003 Proposal: E8W58-R0 District:08 Counties: POLK Road Name: SunTrax Drainage Maintenance Limits: Midpoint Project(s): 45531757201(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting Date: 10/21/25 Total, INSPECTION (VIDEO CAMERA) LF 1,000.000 E575- 1- SODDING SY 250.000 Page 7 Bid Solicitation

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/oct21/e8w58-r0.pdf?sfvrsn=9bc4973_1

Consultant Evaluation

- Bridges 03/25/2022 Quality - 5.0 (5.1 / 5.2 / 5.3 / 5.4) Bridge Inspection & Load Rating 09/21/2022

https://www.fdot.gov/designsupport/pm/consultant-evaluation

E56D2

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05260106 Call Order: 005 Proposal: E56D2 District:05 Counties: O SCEOLA Road Name: Stormwater System Repair Limits: Midpoint Project(s): 41232657266(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 180 Total Bridge Length: 0.000 Miles Letting Date: 01/06/26 Total, E431- 1- 24 PIPE LINER, CURED IN PLACE, 49-60” LF 190.000 E432- 4- STORM SEWER INSPECTION (VIDEO

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/jan06/e56d2.pdf?sfvrsn=911d1eb8_1

Consultant Evaluation

Design - Bridges 03/25/2022 Quality - 5.0 (5.1 / 5.2 / 5.3 / 5.4) Bridge Inspection & Load Rating

https://www.fdot.gov/fpo/pm/consultant-evaluation/consultant-evaluation

3460000.FHWA

Classification BRIDGE SUPERSTRUCTURES 3460000 All Jobs ComponentApplication Slightly Aggressive Environment Moderately Aggressive Environment Extremely Aggressive Environment Bridge, components. For concrete Class I and Class II, excluding Class II (Bridge Deck), the coarse, ) 3,000 2 II (a) 3,400 3 (b) II (Bridge Deck) 4,500 3 (b) III (e) 5,000 3 (b) III (Seal, , excavate the drilled shaft for inspection. Obtain approval from the Engineer before placing any

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/3460000.fhwa.pdf?sfvrsn=5e005907_0

3460000.impl

Aggressive Environment Bridge Superstructures Precast Superstructure and Prestressed Elements Type I, ), Type IL, or Ternary Blend Bridge Substructures, Drainage Structures and other Structures All, , excluding Class II (Bridge Deck), the coarse and fine aggregate gradation requirements set forth, 2 II (a) 3,400 3 (b) II (Bridge Deck) 4,500 3 (b) III (e) 5,000 3 (b) III (Seal) 3,000 8, . At the direction of the Engineer, excavate the drilled shaft for inspection. Obtain approval from

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/3460000.impl.pdf?sfvrsn=21f17fc4_0

FE QUALIFICATION REPORT AND CHECKLIST CLEAN 2024 Final

identified and in the correct order. CPAM 5.12 ☐ ☐ ☐ FORMTEXT       (b)Bridge Plans ☐ ☐ ☐ FORMTEXT,       ii.Drill Shaft Inspection records submitted with Plans CPAM 5.12 ☐ ☐ ☐ FORMTEXT, Specifications 355 ☐ ☐ ☐ FORMTEXT       (3)Bridge deck expansion joints, other bridge warranties,       (5)Bridge electrical/ lighting system Specifications 475 DB Only ☐ ☐ ☐ FORMTEXT       (6)Bearing devices Specifications 475 DB Only ☐ ☐ ☐ FORMTEXT       (7)Bridge drainage system Specifications

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/review-and-admin/fe-qualification-report-and-checklist-clean-2024-final.docx?sfvrsn=6e03bf6d_2

E4X26

Contract Days: 208 Total Bridge Length: 0.014 Miles Letting Date: 10/04/24 Total Proposal Length: 2.750, control officer, channelizing, traffic detection), protections (inlet), monitor structures (inspection, settlement, vibration), bridge (expansion joint), concrete (removal, curb and gutter, sidewalk, . PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2024-25 (SECTION 7-13, Structures 0458- 1- 21 BRIDGE DECK EXPANSION JOINT, REHABILITATION, POURED JOINT WITH BACKER ROD LF

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/oct04/e4x26.pdf?sfvrsn=23970447_1

FE QUALIFICATION REPORT AND CHECKLIST CLEAN 2025

5.12 ☐ ☐ ☐ FORMTEXT       (b)Bridge Plans ☐ ☐ ☐ FORMTEXT       i.Load Ratings recorded on appropriate forms and submitted with Plans CPAM 5.12 ☐ ☐ ☐ FORMTEXT       ii.Drill Shaft Inspection,       (2)Concrete pavement Specification 355 ☐ ☐ ☐ FORMTEXT       (3)Bridge deck expansion joints, other bridge warranties Specification 475 DB Only ☐ ☐ ☐ FORMTEXT       (4)Coatings Specification 475 DB Only ☐ ☐ ☐ FORMTEXT       (5)Bridge electrical/ lighting system Specification 475 DB Only

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/review-and-admin/fe-qualification-report-and-checklist-clean-2025.docx?sfvrsn=bd4a695a_1

SPM1103100-724-i19412

 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (FY 2024-25) The following new Section is added after Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved shoulders, is corrected. Inspection and approval of the equipment by the Engineer will not relieve

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm1103100-724-i19412.pdf?sfvrsn=b043cb20_1

SPM1103100-725-i19878

 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (FY 2025-26) The following new Section is added after Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved shoulders, is corrected. Inspection and approval of the equipment by the Engineer will not relieve

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm1103100-725-i19878.pdf?sfvrsn=86c7872d_1

SSM1103100-723-i18609

 110-31 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (FY 2023-24) The following new Section is added at the end of Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, and gutters, valley gutters, bridge decks and curbs, inside and outside highway interchange ramps, the deficiency is corrected. Inspection and approval of the equipment by the Engineer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/ssm1103100-723-i18609.pdf?sfvrsn=8e3d9ac_2

SSM1103100-122

 110-31 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (1-22) The following new Section is added at the end of Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, , valley gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved, the deficiency is corrected. Inspection and approval of the equipment by the Engineer will not relieve

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/ssm1103100-122.pdf?sfvrsn=129a05aa_2

SSM1103100-722-i17978

 110-31 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (7-22) The following new Section is added at the end of Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, , valley gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved, the deficiency is corrected. Inspection and approval of the equipment by the Engineer will not relieve

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/ssm1103100-722-i17978.pdf?sfvrsn=3ea09b25_2

SSM1103100-721

 110-31 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (7-21) The following new Section is added at the end of Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, , valley gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved, the deficiency is corrected. Inspection and approval of the equipment by the Engineer will not relieve

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/ssm1103100-721.pdf?sfvrsn=ae4118dc_2

SS1103100-i16478

110-31 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (1-21) The following new Section is added at the end of Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, , valley gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved, is corrected. Inspection and approval of the equipment by the Engineer will not relieve the Contractor

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/ss1103100-i16478.docx?sfvrsn=430cf18a_2

SS1103100

110-31 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (7-20) The following new Section is added at the end of Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, , valley gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved, is corrected. Inspection and approval of the equipment by the Engineer will not relieve the Contractor

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/ss1103100.docx?sfvrsn=913a8f65_2

SS1103100

 110-31 ROAD AND BRIDGE SWEEPING. (REV 8-1-13) (7-18) The following new Section is added at the end of Section 110: SECTION 110-31 ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping to clean and remove sand, soil, paper, glass, cans, grass, , valley gutters, bridge decks and curbs, inside and outside highway interchange ramps (with paved, the deficiency is corrected. Inspection and approval of the equipment by the Engineer will not relieve

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/maintenance/finalized/ss1103100.pdf?sfvrsn=b168d5ef_1
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