1272 search results for temporary steel bridge
E55F9
Road Name: SR 400 (I-4) Various Bridge Deck Repairs Limits: 77160000 Project(s): 45370915201(*) Federal Aid No: N/A Total Roadway Length: Contract Days: 130 Total Bridge Length: Letting Date, for Bridge Nos. 770086 & 770087 carrying SR 400 (I-4) over Orange Blvd & CFRC Railroad from MP, and joint header repairs for Bridge Nos. 790042 and 790100 carrying SR 400 (I-4) over Dirksen Drive, cleaning and sealing for Bridge Nos. 790166 & 790167 carrying Saxon Blvd over SR 400 (I-4) from MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/aug05/e55f9.pdf?sfvrsn=8906ef58_10050104-122D01impl
. c. Steel box and plate girder bridges. d. Concrete or steel straddle piers and straddle pier caps. e. Steel truss bridges including pedestrian steel truss spans that utilize proprietary designs, Bridges Originator Reviewer Bridge components not fully detailed in the Plans, i.e. post-tensioning details, handrails, temporary operating systems for movable bridges etc. Originator, Temporary Works, the AASHTO Construction Handbook for Bridge Temporary Works, and Chapter 11
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/0050104-122d01impl.pdf?sfvrsn=b2d7dd46_2E6P24
Aid No: N/A Total Roadway Length: 0.348 Miles Contract Days: 300 Total Bridge Length: 0.348 Miles, the full advertisement Description: The improvement under this Contract consists of Bridge-Repair/Rehabilitation along SR 9A/I-95 NB Flyover Ramp Over NW 17 and NW 20 ST – Bridge #870727 in Miami-Dade, OR METHACRYLATES SF 5,270.000 0561- 1- COATING EXISTING STRUCTURAL STEEL (44619315201 870724) LS 1.000 0561- 2- COATING EXISTING STRUCTURAL STEEL SF 7,214.000 Section 0002 Roadway 0101- 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/aug28/e6p24.pdf?sfvrsn=1f00c096_2102-240
: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX TEMPORARY DETOUR BRIDGE THRIE-BEAM, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX TEMPORARY DETOUR BRIDGE, : REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX TEMPORARY DETOUR BRIDGE THRIE-BEAM, 2024-25 SHEET INDEX TEMPORARY DETOUR BRIDGE THRIE-BEAM GUARDRAIL 07/01/15 4 6 102-240 Thrie-Beam, of STANDARD PLANS FY 2024-25 SHEET INDEX TEMPORARY DETOUR BRIDGE THRIE-BEAM GUARDRAIL 07/01/13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-240.pdf?sfvrsn=d60f0582_1102-240
: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE THRIE-BEAM, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE THRIE, LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE THRIE-BEAM GUARDRAIL, INDEX TEMPORARY DETOUR BRIDGE THRIE-BEAM GUARDRAIL 07/01/15 4 6 102-240 Thrie-Beam Panel Connection, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE THRIE-BEAM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-240.pdf?sfvrsn=6820e45a_1Design Standards eBook 2016
Pile Foundations DGN 21620 Temporary Detour Bridge Details -Steel H Pile Foundations DGN 21630 Temporary Detour Bridge Details -Steel Pipe Pile Foundations DGN 21640 Temporary Detour Bridge Thrie, for Existing Bridges IDS DGN 403 Guardrail Transitions for Existing Bridge Traffic Railing, (Steel) IDS DGN 852 Steel Pedestrian/Bicycle Railing IDS CEL CEL-CTIP DGN 861 Bridge, 21300 Standard Bar Bending Details IDS DGN TEMPORARY DETOUR BRIDGES 21600 Temporary
https://www.fdot.gov/roadway/ds/16/stds.shtm2026FDM240TMP
of segmental bridges constructed in balanced cantilever, steel plate girders, and steel box girders, structures must be shielded. 240.2.2.18 Temporary ACROW Bridge When using a temporary ACROW bridge, 700-107. Specify “Slippery When Wet” (W8-5) signs in advance of all temporary ACROW bridges when, . For limited access facilities, the ACROW Series 700 bridging must be used . All temporary bridges require, fashion because there is a limited quantity of Department-owned temporary ACROW bridges available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm240tmp.pdf?sfvrsn=88cbbead_10Design Standards 2006 Interim
TEMPORARY DETOUR BRIDGE DETAILS – STEEL H PILE FOUNDATIONS – Dated 07-01-06: This is a new Index, TEMPORARY DETOUR BRIDGE DETAILS – STEEL PIPE PILE FOUNDATIONS – Dated 07-01-06: This is a new, to Index 851 for bridge applications. 850 1-5 of 5 850B.pdf STEEL PEDESTRIAN/BICYCLE, 851.pdf BRIDGE PEDESTRIAN/BICYCLE PICKET RAILING (STEEL) - Dated 01-01-07 : This is a new, : Changed Mid Fender light location 21600 1-7 of 7 21600.pdf TEMPORARY DETOUR BRIDGE GENERAL
https://www.fdot.gov/roadway/ds/06/istds.shtmE6P14BidTabs
22,006.60 0050 0415 1 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE 688.000 LB 10.00000 6,880.00, STEEL- BRIDGE SUBSTRUCTURE 688.000 LB 100.00000 68,800.00 0055 0458 1 21 BRIDGE DECK EXPANSION, $2,306,192.00 100.00% Responsive Winning bid 2 SOUTHERN ROAD & BRIDGE, LLC $2,752,316.20 119.34, Ranking IMPVMENT CONSIST OF BRIDGE PAINT SR-970 F US1 TO I-95NB. 44775115201 (*) N/A Page 1 of 1, : The Improvements under this Contract consist of the bridge painting along SR-970/Downtown Distributor from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/nov21/e6p14bidtabs.pdf?sfvrsn=7fe929b1_12025FDM240TMP
cantilever, steel plate girders, and steel box girders. Temporary sheet pile walls are commonly used, Temporary ACROW Bridge When using a temporary ACROW bridge, include “Legal Weight Only” sign, ) signs in advance of all temporary ACROW bridges when an asphalt overlay is not used. See Standard, must be used. All temporary bridges require a project-specific foundationsubstructure design, of Department-owned temporary ACROW bridges available. 240.2.2.19 Short-Term Raised Rumble Strip
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm240tmp.pdf?sfvrsn=dd70fd86_62025FDM240TMP
sheet pile walls. Temporary stability towers are commonly used for the erection of segmental bridges constructed in balanced cantilever, steel plate girders, and steel box girders. Temporary sheet, must be shielded. 240.2.2.18 Temporary ACROW Bridge When using a temporary ACROW bridge, include, . Specify “Slippery When Wet” (W8-5) signs in advance of all temporary ACROW bridges when an asphalt, For limited access facilities, the ACROW Series 700 bridging must be used. All temporary bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm240tmp.pdf?sfvrsn=e74b90e2_31020602FHWA
components. The skid resistance of open steel grid decking on the detour bridge may decrease gradually, materials for repacking, repairs or replacement of bridge components. The skid resistance of open steel, to update temporary bridging language. Please review and transmit your comments, if any, within two, detectable warnings on temporary ramps in accordance with Section 522. When the Plans call for the Department to furnish detour bridge components, construct the pile bents in accordance with the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1020602fhwa.pdf?sfvrsn=2391067_1drainagedesignguide2024withTransmittal
– Bridge Hydraulics 5.1.4: Added FDM references, and new subsection for Canal Right-of-Way. Chapter, Channel Chapter 4 Culvert Chapter 5 Bridge Hydraulics Chapter 6 Storm Drains Chapter 7 Exfiltration, Temporary Drainage Design APPENDICES Appendix A Data Collection/Published Data Appendix B Hydrology, G Risk Evaluations Appendix H Shoulder Gutter Transition Slope at Bridges Appendix I Inlet, of a bridge containing the embankment at each end of the bridge. Abutments may be sloped or vertical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide2024withtransmittal.pdf?sfvrsn=8d5272dd_1drainagedesignguide2024
Introduction Chapter 2 Hydrology Chapter 3 Open Channel Chapter 4 Culvert Chapter 5 Bridge Hydraulics, Stormwater Management Facility Chapter 10 Temporary Drainage Design APPENDICES Appendix A Data, Transition Slope at Bridges Appendix I Inlet Efficiencies Appendix J Exfiltration Design - Hydro, , and detention storage. Abutment The portion of a bridge containing the embankment at each end of the bridge. Abutments may be sloped or vertical. Accretion The build-up of land or bottom elevation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/drainagedesignguide2024.pdf?sfvrsn=a5320a94_1Design Standards eBook FY2012-2013
TEMPORARY DETOUR BRIDGES 21600 7 Temporary Detour Bridge General Notes and Details IDS-21600 DGN-21600 21610 3 Temporary Detour Bridge Details -Timber Pile Foundations DGN-21610 21620 2 Temporary Detour Bridge Details -Steel H Pile Foundations DGN-21620 21630 3 Temporary Detour Bridge, Sidewalk Curb Ramps 305 4 Concrete Pavement Joints 306 1 Bridge Approach Expansion, 402 24 Guardrail Transitions and Connections for Existing Bridges IDS-402 403 3 Guardrail
https://www.fdot.gov/roadway/ds/12/stds.shtmDesign Standards eBook 2013
DGN-21300 TEMPORARY DETOUR BRIDGES 21600 7 Temporary Detour Bridge General Notes and Details IDS-21600 DGN-21600 21610 3 Temporary Detour Bridge Details -Timber Pile Foundations DGN-21610 21620 2 Temporary Detour Bridge Details -Steel H Pile Foundations DGN-21620 21630 3 Temporary Detour Bridge Details -Steel Pipe Pile Foundations DGN-21630 POST-TENSION DETAILS 21801 2 Post, Curb Ramps 305 4 Concrete Pavement Joints 306 1 Bridge Approach Expansion Joint
https://www.fdot.gov/roadway/ds/13/stds.shtmE8U72
STRUCTURES/BRIDGES (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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/nov08/e8u72.pdf?sfvrsn=66b46fb7_11020100-723FHWA
of bridge components. The skid resistance of open steel grid decking on the detour bridge may, otherwise in the Standard Plans. Proprietary temporary concrete, steel, or water filled barrier, 9900200 Temporary Traffic Control Device Materials. Please review and transmit your comments, period, including any temporary suspensions of the work. Construct and maintain detours. Provide, for safe and expeditious movement of traffic specified in the Temporary Traffic Control Plans. MOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/1020100-723fhwa.pdf?sfvrsn=b43fd612_2E6P26
Aid No: N/A Total Roadway Length: 0.210 Miles Contract Days: 420 Total Bridge Length: 0.210 Miles, the full advertisement Description: The improvements under this contract consist of bridge repair/rehabilitation along SR5/Overseas Highway over Bahia Honda Channel Bridge 900105 in Monroe County, JACKET, STRUCTURAL, GREATER THAN 30.", IMPRESSED CURRENT LF 182.000 0458- 1- 21 BRIDGE DECK EXPANSION, STRUCTURAL STEEL SF 39.000 Section 0002 Roadway 0101- 1- MOBILIZATION (44775315201) LS 1.000 0102- 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/sep25/e6p26.pdf?sfvrsn=29efa3a0_12024FDM240TMP
are commonly used for the erection of segmental bridges constructed in balanced cantilever, steel plate girders, and steel box girders. Temporary sheet pile walls are commonly used for the construction, Bridge When using a temporary ACROW bridge, include “Legal Weight Only” sign in accordance, in advance of all temporary ACROW bridges when an asphalt overlay is not used. See Standard Plans, 102, . All temporary bridges require a project-specific foundation design. Coordinate with the State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm240tmp.pdf?sfvrsn=dd513bca_1