1272 search results for temporary steel bridge
E21B5-05-21-25
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 43,905.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, 3.000 0455-144- 22 TEST PILES - STEEL, 24" DIA PIPE LF 300.000 0458- 1- 11 BRIDGE DECK EXPANSION, /A Total Roadway Length: 1.704 Miles Contract Days: 850 Total Bridge Length: 0.030 Miles Letting Date, & gutters, highway signing, guardrail, lighting, bridges, MSE Walls, and other incidental construction, Structures 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 226.100 0400- 2- 5 CONCRETE CLASS II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21b5.pdf?sfvrsn=5dddc17a_5102-200FHWA-Approved
: Joshua.Turley@dot.state.fl.us Index Title: TEMPORARY ACROW 300 SERIES DETOUR BRIDGE GENERAL NOTES AND DETAILS Summary, with Payment will be made with the Temporary Detour Bridge under the Pay Item Special Detour, Furnish, system. Payment for Temporary Guardrail If a temporary bridge system other than that shown herein is used, the Contractor is Temporary Detour Bridge is to be paid for under Contract Unit Price, 102-240. Do not drill Temporary Bridge components to attach Guardrail. Guardrail Bolts shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200fhwa-approved.pdf?sfvrsn=e9380afd_1E8V66-04-25-25
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 470,910.000 0415- 1- 5 REINFORCING STEEL- BRIDGE, Bridge Length: 0.319 Miles Letting Date: 04/25/25 Total Proposal Length: 22.379 Miles Contract, ) including roadway, drainage, signing and pavement markings, lighting, signalization, ITS, bridge, 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 2,267.000 0400- 2- 10 CONCRETE CLASS II, APPROACH SLABS CY 1,436.400 0400- 4- 5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 849.400 0400- 4- 25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr25/e8v66-04-25-25.pdf?sfvrsn=540dc70d_1Standard Plans - FY 2021-22 CADD (DGN - CEL)
Cell Library 102-200 DGN Temporary Acrow 300 Series Detour Bridge General Notes and Details 20600 102-201 DGN Temporary Acrow 700XS Series Detour Bridge General Notes and Details NEW 102-210 DGN Temporary Detour Bridge Details - Timber Pile Foundations 21610 102-220 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21620 102-230 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21630 102-240 DGN
https://www.fdot.gov/design/standardplans/2022/dgns.shtmStandard Plans - FY 2023-24 CADD (DGN - CEL)
Operations Maintenance of Traffic 102-200 DGN CEL Temporary Acrow 300 Series Detour Bridge General Notes and Details 20600 102-201 DGN Temporary Acrow 700XS Series Detour Bridge General Notes and Details NEW 102-210 DGN Temporary Detour Bridge Details - Timber Pile Foundations 21610 102-220 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21620 102-230 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21630
https://www.fdot.gov/design/standardplans/2024/dgns.shtmStandard Plans - FY 2022-23 CADD (DGN - CEL)
Temporary Acrow 300 Series Detour Bridge General Notes and Details 20600 102-201 DGN Temporary Acrow 700XS Series Detour Bridge General Notes and Details NEW 102-210 DGN Temporary Detour Bridge Details - Timber Pile Foundations 21610 102-220 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21620 102-230 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21630 102-240 DGN Temporary Detour Bridge Thrie - Beam
https://www.fdot.gov/design/standardplans/2023/dgns.shtmStandard Plans - FY 2018-19 CADD (DGN - CEL)
DGN CEL Temporary Acrow 300 Series Detour Bridge General Notes and Details 20600 102-201 DGN Temporary Acrow 700XS Series Detour Bridge General Notes and Details NEW 102-210 DGN Temporary Detour Bridge Details - Timber Pile Foundations 21610 102-220 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21620 102-230 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21630 102-240 DGN Temporary Detour Bridge
https://www.fdot.gov/design/standardplans/2019/19dgns.shtmStandard Plans - FY 2024-25 CADD (DGN - CEL)
Acrow 300 Series Detour Bridge General Notes and Details 20600 102-201 DGN Temporary Acrow 700XS Series Detour Bridge General Notes and Details NEW 102-210 DGN Temporary Detour Bridge Details - Timber Pile Foundations 21610 102-220 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21620 102-230 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21630 102-240 DGN Temporary Detour Bridge Thrie - Beam Guardrail
https://www.fdot.gov/design/standardplans/2025/standard-plans---fy-2024-25-cadd-(dgn---cel)Standard Plans - FY 2025-26 CADD (DGN - CEL)
Bridge General Notes and Details 20600 102-201 DGN Temporary Acrow 700XS Series Detour Bridge General Notes and Details NEW 102-210 DGN Temporary Detour Bridge Details - Timber Pile Foundations 21610 102-220 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21620 102-230 DGN Temporary Detour Bridge Details - Steel H Pile Foundations 21630 102-240 DGN Temporary Detour Bridge Thrie - Beam Guardrail 21640
https://www.fdot.gov/design/standardplans/current/dgnsBulletin/Memorandum - Archive 1998 to 2014
Systems for Steel Bridges 02/03/12 RDB12-03 Roadway Design Bulletin 12-03, Steel Truss Pedestrian Bridges in FDOT Bid Documents 06/30/11 RDB11-06 Roadway Design Bulletin, Bulletin 14-06 Barrier Delineators on Temporary Barrier Wall (FHWA Approved: 4/8/2014) 4/8/14, 14-05 Temporary Highway Lighting 2/26/14 RDB14-03 Roadway Design Bulletin 14-03 / Structures, Permanent and Temporary Crash Cushion Selection 07/17/12 RDB12-12 Roadway Design Bulletin
https://www.fdot.gov/roadway/bulletin/archive.shtm1020300.FHWA2
components. Theskidresistance of open steel grid decking on the detour bridge may decrease gradually, the portable temporary lane separator with a removable anchor bolt. Use epoxy on bridge decks where, . Theskidresistance of open steel grid decking on the detour bridge may decrease gradually after opening, to furnish detour bridge components, construct the pile bents in accordance with the Plans, unless, will be directly involved in the erection of Department-owned temporary bridging, to attend
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1020300.fhwa2.pdf?sfvrsn=bb7b55ae_01020300.FHWA
of open steel grid decking on the detour bridge may decrease gradually after opening the bridge, with Design Standards, Index Nos. 412, 415 or 414. Temporary concrete barrier wall used on bridge and wall, the portable temporary lane separator with a removable anchor bolt. Use epoxy on bridge decks where, . Theskidresistance of open steel grid decking on the detour bridge may decrease gradually after opening the bridge, Standards for Transportation Facilities. WhenthePlanscallfortheDepartment to furnish detour bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1020300.fhwa.pdf?sfvrsn=c5a37b83_01020100.FHWA
. Temporary steel barrier may be used as an alternative to Design Standards, Index No. 414. Temporary, period, including any temporary suspensions of the work. Construct and maintain detours. Provide, lights. ARTICLE 102-9 is deleted and the following substituted: 102-9 Temporary Traffic Control Devices. 102-9.1 Installation and Maintenance: Install and maintain temporary traffic control devices, the required temporary traffic control devices to prevent any 1020100.D01 All Jobs hazardous
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/1020100.fhwa.pdf?sfvrsn=d5bc895_0102-201IntReviewPkg
Title: TEMPORARY ACROW SERIES 700XS DETOUR BRIDGE BEAM AND GUARDRAIL DETAIL Summary of the changes: Sheet 2: Added Paved Surface to Thrie Beam to Bridge Guardrail Transition detail and updated, TEMPORARY ACROW SERIES 700XS DETOUR BRIDGE BEAM AND GUARDRAIL DETAILS 2 102-201 01/01/22 5 (y, of bays. 25 ft. Tube - Used on Bridge End with even number of bays. Bay 2'-0" Top of Steel Deck, ) Transition Panel 6'-3" Thrie-Beam THRIE BEAM TO BRIDGE GUARDRAIL TRANSITION 9 ~ ƅ" Ø Hex-Head
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-201intreviewpkg.pdf?sfvrsn=749e9f09_1102-201IndReviewPkg
Title: TEMPORARY ACROW SERIES 700XS DETOUR BRIDGE BEAM AND GUARDRAIL DETAIL Summary of the changes: Sheet 2: Added Paved Surface to Thrie Beam to Bridge Guardrail Transition detail and updated, TEMPORARY ACROW SERIES 700XS DETOUR BRIDGE BEAM AND GUARDRAIL DETAILS 2 102-201 01/01/22 5 (y, of bays. 25 ft. Tube - Used on Bridge End with even number of bays. Bay 2'-0" Top of Steel Deck, ) Transition Panel 6'-3" Thrie-Beam THRIE BEAM TO BRIDGE GUARDRAIL TRANSITION 9 ~ ƅ" Ø Hex-Head
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-201indreviewpkg.pdf?sfvrsn=86c70ba0_1102-201FHWAReviewPkg
Title: TEMPORARY ACROW SERIES 700XS DETOUR BRIDGE BEAM AND GUARDRAIL DETAIL Summary of the changes: Sheet 2: Added Paved Surface to Thrie Beam to Bridge Guardrail Transition detail and updated, TEMPORARY ACROW SERIES 700XS DETOUR BRIDGE BEAM AND GUARDRAIL DETAILS 2 102-201 01/01/22 5 (y, of bays. 25 ft. Tube - Used on Bridge End with even number of bays. Bay 2'-0" Top of Steel Deck, ) Transition Panel 6'-3" Thrie-Beam THRIE BEAM TO BRIDGE GUARDRAIL TRANSITION 9 ~ ƅ" Ø Hex-Head
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-201fhwareviewpkg.pdf?sfvrsn=a5524681_11100200.origind
are to remain the property of the Department or are to be salvaged for use in temporary bridges, substituted: 110-6 Removal of Existing Bridges. 110-6.1 General: The work under this Article includes bridges, as defined in Article 1-3. Remove and dispose of the materials from existing bridges. Remove: 1. those bridges and approach slabs, or portions of bridges, shown in the Plans to be removed, 2. those bridges and approach slabs, or portions of bridges, found within the limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1100200.origind.pdf?sfvrsn=76b88e46_0E4X91
OF DECK SURFACE SY 142.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 2,098.000 0458- 1, SONOVOID SLAB BRIDGE REHAB - BRIDGE-REPAIR/REHAB Limits: 86016000 Project(s): 44924315201(*) Federal Aid No: N/A Total Roadway Length: 0.040 Miles Contract Days: 243 Total Bridge Length: 0.041 Miles, bridge rehabilitation, addressing independent slab movement between the adjacent slab units using, , and other incidental work, for Bridge Nos. 860001 and 860591, in Broward County. • PRE-QUALIFIED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/oct03/e4x91.pdf?sfvrsn=8596a9a6_1E1W90BidTabs
0415 1 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE 58,200.000 LB 6.00000 349,200.00 0050 0455 15 13, Percent Of Low Bid Total Bid Rank Vendor Bid Type Bid Status 1 SOUTHERN ROAD & BRIDGE, LLC, Project(s): Contract: Contract Time: Vendor Ranking COLLIER COUNTY - BRIDGE-REPAIR/REHABILITATION, , pile jacket installation, crutch bent and riprap scour protection countermeasure at Bridge Nos, : 43504315201 (*) Fed Aid No: COLLIER COUNTY - BRIDGE-REPAIR/REHABILITATION N/A Contract Descr: Unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/feb20/e1w90bidtabs.pdf?sfvrsn=a603c254_1E21Q0
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/may21/e21q0.pdf?sfvrsn=2801274d_1