1272 search results for temporary steel bridge
D5-11-07-23BSN
Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any, in the most current edition of the Department’s Standard Specifications for Road and Bridge, -online- ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction, Counties: VOLUSIA Road Name: SR-44 SOUTH CAUSEWAY BRIDGE 790152 WEST SEAWALL REHAB Limits, Bridge Length: Letting Date: 11/07/23 Total Proposal Length: 0. 000 Miles 0.46 5 Miles 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/nov07/d5-11-07-23bsn.pdf?sfvrsn=eb727c34_1Workbook_REDLINE_12-2-10
Long bridge jobs (1500 feet or longer); modify to suit Draft January 2011 Workbook…..5 CONTROL, , 455-7.8, 455-11, 455-12. SP4550510A All Bridge projects with square, prestressed concrete pile, ) to: 455-5, 455-7.2, 455-7.8, 455-11, 455-12. SP4550510B All Bridge projects with square, ) Changes to 455-5.12.1, 455-11.15, 455-12.15, 455-12.16 SP4550512 All Bridge Projects with square, ) Change(s) to: 355-1, 355-4, 355-5. SS3550100 All Jobs 370 BRIDGE APPROACH EXPANSION JOINTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/workbook_redline_12-2-10.pdf?sfvrsn=cb3ed0dc_0Maintenance Specifications
4550710 Structures Foundations Comment/Response Comment/Response FHWA 5060200 Bridge Drainage System N/C N, with 1200102 N/C N/C FHWA 5610200 Coating Existing Structural Steel N/C N/C FHWA 6350100 Pull Boxes, /Response FHWA 6490200 Galvanized Steel Poles, Mast Arms, And Monotube Assemblies N/C Comment/Response, Systems N/C N/C FHWA 9620900 Structural Steel and Miscellaneous Metal Items (Other than Aluminum) N/C N, 9850400 Geosynthetic Materials N/C N/C FHWA 9900301 Temporary Traffic Control Device Materials N/C
https://www.fdot.gov/specifications/maintenance-specifications-testB4500000.origind
prestressed concrete products are products prestressed by the pretensioning method. In this method, steel, for the product is then cast and cured, and finally the stress in the steel or FRP components is released from, to violate the tolerances shown for positions of reinforcing and prestressing steel or FRP. Apply, for reinforcing steel, FRP reinforcing, prestressing steel, FRP prestressing strands, or any other, cover for reinforcing steel, FRP reinforcing, prestressing steel, FRP prestressing strands, or any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/4500000.origind.pdf?sfvrsn=919064ed_02024-03-12 New York Pedestrian Overpass Phase IIR - Roadway - Rev 1
" TO 14' £ NEW YORK AVE CSX RAILROAD ¡ PEDESTRIAN BRIDGE STEEL TRUSS (TYP.) CONCRETE DECK (CIP) 12, . 0 0 4 , F . A . C . STA. 11+53.93 CSX CROSSING NO. 624289R BEGIN PROPOSED BRIDGE TBD STA. 12+68.69 CSX CROSSING NO. 624289R END PROPOSED BRIDGE TBD Component Standard Plans for Bridge Construction are included in the Structures Plans APPLICABLE IRs: following website: http, at the Bridge Construction and applicable Interim Revisions (IRs). Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---roadway---rev-1.pdf?sfvrsn=f0f8d0d_14500000.impl
prestressed by the pretensioning method. In this method, steel or fiber reinforced polymer (FRP, , and finally the stress in the steel or FRP components is released from the anchorages to the concrete through, of a member to violate the tolerances shown for positions of reinforcing and prestressing steel or FRP, the concrete cover for reinforcing steel, FRP reinforcing, prestressing steel, FRP prestressing strands, the concrete cover for reinforcing steel, FRP reinforcing, prestressing steel, FRP prestressing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/4500000.impl.pdf?sfvrsn=652c13ac_07000000.FHWA2
the traveled roadway or mounted on bridges as overhead traffic signs, and may further classify some, materials meeting the general provisions of Section 965 or galvanized steel meeting the general, tubing, galvanized steel W or S beams steel columns meeting the general provisions of Section 962, shallmust be clean and without loose material. Temporary casing shallwill be required if the soil, galvanized steel bases. All slip bases shallmust be fabricated in accordance with the requirements ofin
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7000000.fhwa2.pdf?sfvrsn=c8af2289_0441692-1_CR 510_CE2_Display_Draft_03_18_2025
and introduces a new bridge over the FEC Railroad and over US-1 to provide two elevated lanes (one in each, by the existing CR 510. A bridge over the FEC Railway, Old Dixie Highway and US 1 is proposed; however, , the bridge is not anticipated to function as a community divider. Future land use within the study area, temporary negative impacts to safety along the project during construction. The construction work, a maintenance of traffic or temporary traffic control plan. Impacts will be temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr510_58aveus1/documents/441692-1_cr-510_ce2_display_draft_03_18_2025.pdf?sfvrsn=85cf8d4b_1Workbook-114FINAL
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS for ROAD and BRIDGE CONSTRUCTION JANUARY, and less than 2,000 tons of asphalt - Streamline Lump Sum. Do not use with SP0040100LS. For bridge, not use with SP0040100. For bridge repair/rehab projects, contact the District Construction Engineer, INSPECTION. (REV 2-10-94) (1-14) Changes to: 5-9.1. SP0050901 Long bridge jobs (1500 feet, of asphalt - Streamline Lump Sum. Do not use with SP0090103LS. For bridge repair/rehab projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/workbook-114final.pdf?sfvrsn=c03ec928_0Workbook-114REDLINE
OF TRANSPORTATION STANDARD SPECIFICATIONS for ROAD and BRIDGE CONSTRUCTION JULY 2013 JANUARY 2014 WORKBOOK, of asphalt - Streamline Lump Sum. Do not use with SP0040100LS. For bridge repair/rehab projects, - Streamline Plan Quantity. Do not use with SP0040100. For bridge repair/rehab projects, contact, to: 5-9.1. SP0050901 Long bridge jobs (1500 feet or longer); modify to suit July 2012January 2014, Sum. Do not use with SP0090103LS. For bridge repair/rehab projects, contact the District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/workbook-114redline.pdf?sfvrsn=36d4202_0PD&E Manual 2024_FINAL_073124
[e.g., U.S. Coast Guard (USCG) bridge permit, U.S. Army Corps of Engineers (USACE) Section 404, or expressway (based on coordination with OEM); or 7. A new bridge which provides new access to an area or bridge replacements (i.e., non-Type 1 CE). FDOT must complete the Programming Screen, road, highway, bridge, tunnel, or transit facility (such as a ferry dock or bus transfer station, including but not limited to the roadway, bridges, interchanges, culverts, drainage, clear zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pd-e-manual-2024_final_073124.pdf?sfvrsn=746c6ea6_1Special Provisions Workbook July 2022
- COMPLIANCE WITH FEDERAL ENDANGERED SPECIES ACT AND OTHER WILDLIFE REGULATIONS (BATS IN BRIDGES, for by the District Environmental Permit Office (Bats in Bridges) LEGAL REQUIREMENTS AND RESPONSIBILITY, OF EXISTING BRIDGES - GENERAL. (REV 9-10-07) (FA 2-15-08) (7-22) Insert Information Required, OF EXISTING BRIDGES - ASBESTOS CONTAINING MATERIALS (ACM) IDENTIFIED PRIOR TO THE WORK. (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/special-provisions-workbook-july-2022.pdf?sfvrsn=c1adc177_1E1W36Addendum003
to construct the guardrail at the bridges (see Attachment A11_Bridge Reports). At the bridge, & Bridge Survey Results to the end of attachment list. 37 VI. Design and Construction Criteria; O, smoothness A10_330 MSP Hot Mix Asphalt A11_ Structure Analysis and Bridge Reports A12_Geotechnical, A26_Guardrail Analysis A27_Survey Data A28_SUE A29_UAO Green lines A30_Contamination Review & Bridge Survey, cantilever, bridge mount and any applicable foundations). The Design-Build Firm shall show all details
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum003.pdf?sfvrsn=be545167_1StandardPlansfy2021-22ebook
Detour Bridges 21600 102-200 Temporary Detour Bridge General Notes and Details Renamed: Temporary, - Timber Pile Foundations 21620 102-220 Temporary Detour Bridge Details - Steel H Pile Foundations 21630 102-230 Temporary Detour Bridge Details - Steel Pipe Pile Foundations 21640 102-240 Temporary, Bridge Signals 536-002 Guardrail Transitions and Connections for Existing Bridges 509-070 Railroad, " Concrete Pedestrian/Bicycle Railing Roadway, Temporary Diversion 851 515-051 Bridge Pedestrian
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2022/standardplansfy2021-22ebook.pdf?sfvrsn=652da1ea_34550511-722indorig
in the Plans. 455-14.2 Reinforcing Steel: Meet the reinforcing steel requirements of Section 415, 3 (salt water) Mud density balance: FM 8-RP13B-1 Viscosity for bridges and main structure, steel in the shaft so that the reinforcing steel will remain within allowable tolerances, of two levels of spacers below the bottom of the casing. Check the elevation of the top of the steel, placement and method of centering in pile, including details of all temporary supports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4550511-722indorig.pdf?sfvrsn=b1a6022e_1FINAL_Workbook_1-12_Man02
to: 5-9.1. SP0050901 Long bridge jobs (1500 feet or longer); modify to suit CONTROL OF MATERIALS, t e ms Mandatory No. 2 STRUCTURAL STEEL AND MISCELLANEOUS METALS. (REV 1-25-12) (2-12) Changes to 460-7.2, 460-8.8. SP4600702 When weathering steel is used New SP. Issued as Mandatory No. 2. These specification changes are part of the increased use of weathering steel as outlined, for restoring damaged crash cushions. Mandatory No. 2 COATING STRUCTURAL STEEL. (REV 1-25-12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/final_workbook_1-12_man02.pdf?sfvrsn=45a9d30a_0D5-02-06-24BSN
Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any, in the most current edition of the Department’s Standard Specifications for Road and Bridge, -online- ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction, (*) Federal Aid No: N/A Total Roadway Length: 0.021 Miles Contract Days: 130 Total Bridge Length: 0.000, CHANGEABLE MESSAGE SIGN, TEMPORARY ED 288.000 Page 3 Bid Solicitation Notice - Proposal Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/feb06/d5-02-06-24bsn.pdf?sfvrsn=a2cdbed7_12024-03-12 New York Pedestrian Overpass Phase IIR - Roadway
YORK AVE CSX RAILROAD ¡ PEDESTRIAN BRIDGE STEEL TRUSS (TYP.) CONCRETE DECK (CIP) 12'-0" CLEAR, . 0 0 4 , F . A . C . STA. 11+53.93 CSX CROSSING NO. 624289R BEGIN PROPOSED BRIDGE TBD STA. 12+68.69 CSX CROSSING NO. 624289R END PROPOSED BRIDGE TBD Component Standard Plans for Bridge Construction are included in the Structures Plans APPLICABLE IRs: following website: http, at the Bridge Construction and applicable Interim Revisions (IRs). Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---roadway.pdf?sfvrsn=af7ea9f9_1Project Development Engineering Report
Separation Bridge Analysis L. Flood Insurance Rate Maps M. USEPA Biscayne Aquifer Letter E x e c u, is in operation and it appears that an office trailer, steel canopy frame, wood-post sign, . • Disturbed soil surfaces will be re-vegetated and stabilized when practical to minimize temporary, that supplement the Standard Specifications for Road and Bridge Construction. • The FDOT, for Road and Bridge Construction. • FDOT will continue to coordinate with all adjacent projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/project-sr710-documents/project-development-engineering-report.pdf?sfvrsn=8e25c5c8_144893815201-PLANS-01-ROADWAY (1)
and Bridge Construction at the following website: Florida Department of Transportation, FY2024-25 Standard, at the Bridge Construction and applicable Interim Revisions (IRs). Florida Department, NO.: F591791174001 AUGUST 2024 PHASE IV SUBMITTAL WEIGH-IN-MOTION PLAN UTILITY ADJUSTMENTS TEMPORARY TRAFFIC, STRUCTURES ROADWAY BORING PROFILES ROADWAY SOIL SURVEY NONE RAILROAD CROSSING: NONE BRIDGE LIMITS, PROJECT LOCATION URL: NONE RAILROAD CROSSING: NONE BRIDGE LIMITS: NONE EXCEPTIONS: BEGIN MP 7.704
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-plans-01-roadway-(1).pdf?sfvrsn=898a53f_1