1272 search results for temporary steel bridge
E21Q0-06-11-25
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 284,808.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB, No: N/A Total Roadway Length: 0.000 Miles Contract Days: 630 Total Bridge Length: 0.114 Miles, work, drainage improvements, highway signing, bridges, bike path/trail and other incidental, Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43427615201) LS 1.000 0400- 2- 5 CONCRETE CLASS II, BRIDGE SUBSTRUCTURE CY 210.000 0400- 2- 10 CONCRETE CLASS II, APPROACH SLABS CY 17.200 0400
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jun11/e21q0-06-11-25.pdf?sfvrsn=2288378e_11020300.impl
of open steel grid decking on the detour bridge may decrease gradually after opening the bridge, on bridge and wall sections, shall comply with Design Standards, Index No 414. Temporary water filled, detour bridge components, construct the pile bents in accordance with the Plans, unless otherwise, will be directly involved in the erection of Department-owned temporary bridging, to attend a mandatory one, will attend the training described above, project number, detour bridge type, bridge length, span length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1020300.impl.pdf?sfvrsn=e3f10f44_0E6O81
80.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 3,200.000 0458- 1- 24 BRIDGE DECK, Aid No: N/A Total Roadway Length: 1.912 Miles Contract Days: 250 Total Bridge Length: 0.646 Miles, CONTROL OFFICER HR 3,715.000 0102- 60- WORK ZONE SIGN ED 11,880.000 0102- 71- 16 TEMPORARY BARRIER, F&I, FREE STANDING LF 1,438.000 0102- 71- 26 TEMPORARY BARRIER, RELOCATE, FREE STANDING LF 1,400.000, BOARD / ADVANCE WARNING ARROW PANEL ED 670.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/mar28/e6o81.pdf?sfvrsn=fbcc3312_1Design Standards 2010
Details Steel H Pile Foundations <view IDS> 21630 3 21630.pdf Temporary Detour Bridge Details Steel, Bridges <view IDS> 403 3 403.pdf Guardrail Transitions For Existing Bridge Traffic Railing, Bridge Pedestrian/Bicycle Picket Railing (Steel) <view IDS> 860 5 860.pdf Aluminum Pedestrian, 21300.pdf Standard Bar Bending Details <view IDS> *TEMPORARY DETOUR BRIDGES* 21600 7 21600.pdf Temporary Detour Bridge General Notes And Details <view IDS> 21610 3 21610.pdf Temporary
https://www.fdot.gov/roadway/ds/10/stds.shtmStructures-Construction academy Randell 2025 with notes1
Issues • 10.6 –Underwater Bridge Construction Inspection • 10.7 –Post-tensioned Bridges • 10.9 –Structural Steel & Miscellaneous Metal Components • 10.10 –Bridge Construction Issues that Must Involve, Construction Structures Engineer • Complex or Category II Bridge issues: • Steel • Segmental, -compliances of Steel/Prestressed items -In Section 10.10 we go over Bridge Construction Issues, of these more complex bridges would be bascule, post-tensioned, segmental, and some steel bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/structures-construction-academy-randell-2025-with-notes1.pdf?sfvrsn=22864be9_1Structures-Construction academy Randell 2025 with notes2
Issues • 10.6 –Underwater Bridge Construction Inspection • 10.7 –Post-tensioned Bridges • 10.9 –Structural Steel & Miscellaneous Metal Components • 10.10 –Bridge Construction Issues that Must Involve, Construction Structures Engineer • Complex or Category II Bridge issues: • Steel • Segmental, -compliances of Steel/Prestressed items -In Section 10.10 we go over Bridge Construction Issues, of these more complex bridges would be bascule, post-tensioned, segmental, and some steel bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/structures-construction-academy-randell-2025-with-notes2.pdf?sfvrsn=1cd80f3b_1TP-01-17-25BSN
(43619415201 BRIDGE 924229) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920611) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920612) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920613) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 924219) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 924230) LS 1.000 0110- 3- REMOVAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan17/tp-01-17-25bsn.pdf?sfvrsn=944cdf11_1Small Business affidavid certification
Covering Contractors SIZE CAP ($ MIL)* Coating Structural Steel $ 15 Bridge Painting $ 15 Specialized, AND BRIDGE CONSTRUCTION FIRMS AND ALL OTHER NON-PROFESSIONAL SERVICES FIRMS 275-000-01 EQUAL, AND BRIDGE CONSTRUCTION FIRMS AND ALL OTHER NON-PROFESSIONAL SERVICES FIRMS 275-000-01 EQUAL, , Street, and Bridge Construction SIZE CAP ($ MIL)* Asphalt Roadway $ 15 Asphalt Concrete Curb, Signing $ 15 Bridge Deck Joints $ 15 Foundation, Structure, and Building Exterior Contractors SIZE CAP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/bdi/small-business-affidavid-certification_dcfc1a5e-8bff-4ac0-a52a-254cb4d1b9da.pdf?sfvrsn=dd742d_04600101int
Simple Steel Bridge: Pedestrian bridge (prefabricated steel truss pedestrian bridges meeting the Category 1 conditions of FDOT Design Manual 266.4), bridge grid decking AISC Simple Bridge Steel, Components, Group II: bridge forgings, bridge castings, steel railing, aluminum railing, castings, ” a Nonredundant Steel Tension Member (NSTM) shall conform to the provisions of the AASHTO/AWS D1.5, Bridge, to structural steel for bridges, AASHTO M 270M/M 270 (ASTM A709/A709M), where ‘t’ is the thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int.pdf?sfvrsn=15ae280_1Design Standards 2008
21300.pdf Standard Bar Bending Details *TEMPORARY DETOUR BRIDGES* 21600 1-7 of 7 21600.pdf Temporary Detour Bridge General Notes And Details 21610 1-3 of 3 21610.pdf Temporary Detour Bridge Details Timber Pile Foundations 21620 1-2 of 2 21620.pdf Temporary Detour Bridge Details Steel H Pile Foundations 21630 1-3 of 3 21630.pdf Temporary Detour Bridge Details Steel Pipe Pile Foundations *POST-TENSION, 1-5 of 5 850.pdf Steel Pedestrian/Bicycle Picket Railing 851 1-2 of 2 851.pdf Bridge Pedestrian
https://www.fdot.gov/roadway/ds/08/stds.shtmTP-12-19-24BSN
(43619415201 BRIDGE 924229) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920611) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920612) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920613) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 924219) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 924230) LS 1.000 0110- 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/dec19/tp-12-19-24bsn.pdf?sfvrsn=ab934fcf_1SS5210300
. 521-3.1General:Meettherequirements of 102-9.5.2. 521-3.2 Precast Temporary Barrier Wall Meeting the Requirements of the Design Standards, Index No. 415: Use Precast Temporary Barrier Wall when certification is provided to the Engineer that the Precast Temporary Barrier Wall was constructed in accordance, or open joints. Barrier wall on bridge structures and approach slabs to be removed shall be included, , including all reinforcing steel, conduits, materials and incidentals necessary to complete the work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5210300.pdf?sfvrsn=f3415d13_0SS5210300
. 521-3.1General:Meettherequirements of 102-9.5.2. 521-3.2 Precast Temporary Barrier Wall Meeting the Requirements of the Design Standards, Index No. 415: Use Precast Temporary Barrier Wall when certification is provided to the Engineer that the Precast Temporary Barrier Wall was constructed in accordance, or open joints. Barrier wall on bridge structures and approach slabs to be removed shall be included, , including all reinforcing steel, conduits, materials and incidentals necessary to complete the work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5210300eb02bd5f5d7d418495276e19356759cd.pdf?sfvrsn=4c9cd091_0SS1020000
or replacement of bridge components. Theskidresistance of open steel grid decking on the detour bridge, . Maintaintrafficwithinthelimits of the project for the duration of the construction period, including any temporary, l e c t i ve Sheeting for Temporary Traffic Control Devices . . . . . . . . . . . . . . S e c t i, of traffic, including those on detours and temporary facilities, under all weather conditions. Keep, facilities wherever it becomes necessary to divert traffic from any existing roadway or bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1020000.pdf?sfvrsn=55a505cc_0SP4750000DB-725
defect in modular bridge expansion joint elements including backing bars, steel extrusions, flexible, VA LUE ADDED BRIDGE COMPONENTS. (REV 1-8-21) (FA 1-14-21) (FY 2025-26) 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/sp4750000db-725.pdf?sfvrsn=59e1cdb5_2SP4750000DB-724
defect in modular bridge expansion joint elements including backing bars, steel extrusions, flexible, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/sp4750000db-724.pdf?sfvrsn=30f98df9_2SP4750000DB-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_2SP4750000DB-722
of the joint; and any defect in modular bridge expansion joint elements including backing bars, steel, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4750000db-722.pdf?sfvrsn=e53e2404_2SP47500000DB 1-22
of the joint; and any defect in modular bridge expansion joint elements including backing bars, steel, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/design-build/sp47500000db-1-22.pdf?sfvrsn=d75dec7c_2SP47500000DB-721
of the joint; and any defect in modular bridge expansion joint elements including backing bars, steel, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/design-build/sp47500000db-721.pdf?sfvrsn=ff1b9ef3_2