2227 search results for bridge inspection

SP4750000DB-723

 475 VALUE ADDED BRIDGE COMPONENTS. (REV 1-8-21) (FA 1-14-21) (FY 2023-24) The following new Section is added after Section 471. SECTION 475 VALUE ADDED BRIDGE COMPONENTS 475-1 Description. Construct Value Added Bridge Components (VABC), when included in the Contract, consisting of those, that the obligations set forth in this section for bridge components shall continue thereafter, and Remedial Action. 475-3.1 Definition of Value Added Bridge Components: The following is a definition

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/sp4750000db-723.pdf?sfvrsn=5d225ba7_2

SP4750000DB-722

 475 VALUE ADDED BRIDGE COMPONENTS. (REV 1-8-21) (FA 1-14-21) (7-22) The following new Section is added after Section 471. SECTION 475 VALUE ADDED BRIDGE COMPONENTS 475-1 Description. Construct Value Added Bridge Components (VABC), when included in the Contract, consisting of those, that the obligations set forth in this section for bridge components shall continue thereafter, Action. 475-3.1 Definition of Value Added Bridge Components: The following is a definition

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4750000db-722.pdf?sfvrsn=e53e2404_2

SP47500000DB 1-22

 475 VALUE ADDED BRIDGE COMPONENTS. (REV 1-8-21) (FA 1-14-21) (1-22) The following new Section is added after Section 471. SECTION 475 VALUE ADDED BRIDGE COMPONENTS 475-1 Description. Construct Value Added Bridge Components (VABC), when included in the Contract, consisting of those, that the obligations set forth in this section for bridge components shall continue thereafter, Action. 475-3.1 Definition of Value Added Bridge Components: The following is a definition

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/design-build/sp47500000db-1-22.pdf?sfvrsn=d75dec7c_2

SP47500000DB-721

 475 VALUE ADDED BRIDGE COMPONENTS. (REV 1-8-21) (FA 1-14-21) (7-21) The following new Section is added after Section 471. SECTION 475 VALUE ADDED BRIDGE COMPONENTS 475-1 Description. Construct Value Added Bridge Components (VABC), when included in the Contract, consisting of those, that the obligations set forth in this section for bridge components shall continue thereafter, Action. 475-3.1 Definition of Value Added Bridge Components: The following is a definition

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/design-build/sp47500000db-721.pdf?sfvrsn=ff1b9ef3_2

Dev475

by maintenance and inspection personnel. Drainage Systems: All components of the bridge deck, VALUE ADDED BRIDGE COMPONENTS. (REV 3-18-15) The following new Section is added after Section 471. SECTION 475 VALUE ADDED BRIDGE COMPONENTS 475-1 Description. Construct Value Added Bridge, for bridge components shall continue thereafter to be the responsibility of the Responsible Party, of Value Added Bridge Components: The following is a definition of the bridge components for which

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/dev475.docx?sfvrsn=978aa692_6

SP4750000DB-724

 VA LUE ADDED BRIDGE COMPONENTS. (REV 1-8-21) (FA 1-14-21) (FY 2024-25) The following new Section is added: SECTION 475 VA LUE ADDED BRIDGE COMPONENTS 475-1 Description. Construct Value Added Bridge Components (VABC), when included in the Contract, consisting of those features provided, forth in this section for bridge components shall continue thereafter to be the responsibility, . 475-3.1 Definition of Value Added Bridge Components: The following is a definition of the bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/sp4750000db-724.pdf?sfvrsn=30f98df9_2

SP4750000DB-725

VALUE ADDED BRIDGE COMPONENTS. (REV 1-8-21) (FA 1-14-21) (FY 2025-26) The following new Section is added: SECTION 475 VALUE ADDED BRIDGE COMPONENTS 475-1 Description. Construct Value Added Bridge Components (VABC), when included in the Contract, consisting of those features provided, in this section for bridge components shall continue thereafter to be the responsibility, Definition of Value Added Bridge Components: The following is a definition of the bridge components

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/sp4750000db-725.docx?sfvrsn=59e1cdb5_3

SP4750000DB-726

VALUE ADDED BRIDGE COMPONENTS. (REV 1-8-21) (FA 1-14-21) (FY 2026-27) The following new Section is added: SECTION 475 VALUE ADDED BRIDGE COMPONENTS 475-1 Description. Construct Value Added Bridge Components (VABC), when included in the Contract, consisting of those features provided, in this section for bridge components shall continue thereafter to be the responsibility, Definition of Value Added Bridge Components: The following is a definition of the bridge components

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/design-build/sp4750000db-726.docx?sfvrsn=95ad5ff5_1

Publications

of these many resources. MANUALS Bridge Work Order Handbook Bridge Operations Maintenance Guide for Tree, Inspection of Rest Areas and Welcome Centers Maintenance Rating Program Handbook Routine Maintenance

https://www.fdot.gov/maintenance/publications.shtm

CM-660-05 LiDAR Vehicle Detection System

for Road and Bridge Construction and all implemented modifications. The requirements listed, provide comments in this field. Physical Inspection 2 995-2.1 All parts are made of corrosion, Inspection FORMTEXT Indicate location of requested information in submittal. 3 All fasteners, and Physical Inspection FORMTEXT Indicate location of requested information in submittal. 4, and Physical Inspection FORMTEXT Indicate location of requested information in submittal. 5 Detector

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-660-05-lidar-vehicle-detection-system.docx?sfvrsn=fa40ceb8_1

CM-676-01 ITS Cabinet

and understands the provisions of Sections 676 and 995 of the FDOT Standard Specifications for Road and Bridge, . FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection 2 995-11.1, the product meets this requirement. Document Review and Physical Inspection FORMTEXT Indicate, . FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection 4, the product meets this requirement. Document Review and Physical Inspection FORMTEXT Indicate

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-676-01-its-cabinet.docx?sfvrsn=72501dd7_1

CM-676-05 Caltrans ATC Cabinet (Dev)

995 of the FDOT Standard Specifications for Road and Bridge Construction and all implemented, in this field. Physical Inspection 2 995-11.8 Controller cabinet is supplied with all terminals, if the cabinet is for High Voltage or Low Voltage use. Document Review and Physical Inspection FORMTEXT, the product meets this requirement. Document Review and Physical Inspection FORMTEXT Indicate location, meets this requirement. Document Review and Physical Inspection FORMTEXT Indicate location

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-676-05-caltrans-atc-cabinet-(dev).docx?sfvrsn=ccfeaf63_1

3460902.impl

activities, calculations, and inspections will be randomly confirmed by the Department. TABLE 8, production, whichever is less II, II (Bridge Deck), III, IV, V (Special), V, VI 50 cubic yards

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/3460902.impl.pdf?sfvrsn=c1248e19_0

Chapter12s1

Sections 5-10, 5-11, 8-6 and 8-7, Standard Specifications for Road and Bridge Construction 12.1.4, accordingly. 12.1.5 Final Inspection Resident Level Responsibilities Whenever all materials have, has been completed the final inspection is to be done per Section 5-10 of the Standard, will perform the final inspection within seven days of the Contractor’s notice to the Department. A representative of the maintaining unit will be invited to attend. On projects which include bridge

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter12s1.pdf?sfvrsn=24d95db_8

Chapter5

 January 1, 2024 Drainage Design Guide Chapter 5: Bridge Hydraulics Chapter 5: Bridge Hydraulics i CHAPTER 5: BRIDGE HYDRAULICS BRIDGE HYDRAULICS, ...................................................................................................... 11 Bridge Length Justification, ......................................................... 15 Design Considerations for Bridge Widenings, ................................................................................ 66 Bridge Model

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/chapter5.pdf?sfvrsn=228fd9a6_9

E1W60-R0

: Pipe Desilting, Repair, Inspection and Mapping Limits: Midpoint Project(s): 43272727261(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000, , Inspection and Mapping. Call Order: 003 Proposal: E1W60-R0 ALT Item Description Unit Quantity, INSPECTION (VIDEO CAMERA) LF 5,500.000 Page 5 Bid Solicitation Notice - Proposal Item Quantities

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2023/dec07/e1w60-r0.pdf?sfvrsn=f3138a42_1

FastFacts-442891-1

://www.fdot.gov/structures/innovation/FRP.shtm Project Name: SR 5 (US 1) over Earman River Bridge No. 930564 FPID: 442891-1 (T4615) Project Description: Bridge replacement with 3-span FSB superstructure, image below) and subsequent inspection, the structure was classified as structurally deficient, Fiber Reinforced Polymer/HSSS Strands Existing Bridge (2022) Existing Bridge (2022) 2 | Page, bridge replacement in District IV to use FSBs (3,477 LF) with CFRP/HSSS strands and Basalt/Glass FRP

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/innovation/frp/fastfacts-442891-1.pdf?sfvrsn=ca9035e_1

FastFacts-428229-1

://www.fdot.gov/structures/innovation/FRP.shtm Project Name: SR 5 (US 1) over Earman River Bridge No. 930564 FPID: 442891-1 (T4714) Project Description: Bridge replacement with 3-span FSB superstructure, image below) and subsequent inspection, the structure was classified as structurally deficient, Fiber Reinforced Polymer/HSSS Strands Existing Bridge (2022) Existing Bridge (2022) 2 | Page, bridge replacement in District IV to use FSBs (3,477 LF) with CFRP/HSSS strands and Basalt/Glass FRP

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/innovation/fastfacts/fastfacts-428229-1.pdf?sfvrsn=fa5a8805_3

CM-676-02 170 552A and 662 Controller Cabinets

the provisions of Sections 676 and 995 of the FDOT Standard Specifications for Road and Bridge, comments in this field. Physical Inspection 2 995-11.1 Cabinet is labeled on the inside of the main, this requirement. Document Review and Physical Inspection FORMTEXT Indicate location of requested, , or similar information that shows the product meets this requirement. Document Review and Physical Inspection, Applicant may provide comments in this field. Physical Inspection The following compliance matrix

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-676-02-170-552a-and-662-controller-cabinets.docx?sfvrsn=c6b0fd83_1

1050803.impl

inspections. Use only Department approved signal inspection report forms during the signal, Inspection Level I qualification. 105-8.4.2 Earthwork Level II: Ensure the technician responsible, and meeting Contract Document requirements holds a CTQP Earthwork Construction Inspection Level II, . 105-8.5.4 Documentation: Document all QC procedures, inspection, and all test results and make them, inspectors responsible for the quality of concrete being placed on major bridge projects are qualified CTQP

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1050803.impl.pdf?sfvrsn=75ced676_0
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