1272 search results for temporary steel bridge
4550201-724origind
to the satisfaction of the Engineer. Clean all areas of rust on structural steel items, and recoat those areas, substituted: 455-3 Description. Furnish and install concrete, steel, or wood timber piling including, using low displacement steel piling such as structural shapes, drive them through the compacted fill, and amplitude) may be used to drive steel sheet piles and, with approval of the Engineer, to drive steel, driving of steel bearing piles for bearing determinations after all piles in the bent/pier have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4550201-724originde8a68c24-55aa-4713-900d-c3e18e2be83f.pdf?sfvrsn=20943735_14550201-724origind
to the satisfaction of the Engineer. Clean all areas of rust on structural steel items, and recoat those areas, substituted: 455-3 Description. Furnish and install concrete, steel, or wood timber piling including, using low displacement steel piling such as structural shapes, drive them through the compacted fill, and amplitude) may be used to drive steel sheet piles and, with approval of the Engineer, to drive steel, driving of steel bearing piles for bearing determinations after all piles in the bent/pier have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4550201-724origind.pdf?sfvrsn=1a1a73cf_1SS4500000
products are products prestressed by the pretensioning method. In this method, steel components, in the steel components is released from the anchorages to the concrete through bond, after the concrete, and prestressing steel. Apply the tolerances during and after the fabrication of prestressed products. Do not reduce the concrete cover for reinforcing steel, prestressing steel or any other metallic, steel, prestressing steel or any other metallic objects when the cover specified in the plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4500000.pdf?sfvrsn=54391946_02025 FDM Summary of Revisions
120.2.3 Section 360 Added bullet for establishing the type of traffic railing barrier on bridges and walls ID 120.2.3.1 Section 361 Clarified that the Structures Engineer is concurring with the Bridge, 120‐3 to be consistent with Structures Design Guide dimensioning conventions. ID 121 FDM Bridge, . ID 121.9.9 Section 369 Added requirement to show width between webs and web slope for steel box, 260.6 is for the bridge structure itself ID 226 FDM Patterned Pavement and Architectural Pavers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025-fdm-summary-of-revisions.pdf?sfvrsn=579003c0_32025 FDM Summary of Revisions
120.2.3 Section 360 Added bullet for establishing the type of traffic railing barrier on bridges and walls ID 120.2.3.1 Section 361 Clarified that the Structures Engineer is concurring with the Bridge, 120‐3 to be consistent with Structures Design Guide dimensioning conventions. ID 121 FDM Bridge, . ID 121.9.9 Section 369 Added requirement to show width between webs and web slope for steel box, 260.6 is for the bridge structure itself ID 226 FDM Patterned Pavement and Architectural Pavers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025-fdm-summary-of-revisions.pdf?sfvrsn=9428b79a_34551508-724CommResp
density balance: FM 8-RP13B-1 Viscosity for bridges and main structure foundations 50 seconds, in bridge bents or piers considered nonredundant in the Plans, using TITDS. For all other drilled, the water from the access tubes. 455-17.6.1.2 Procedure: For non-bridge structures, perform TITDS, to the Contractor useing them. For bridges, prior to production drilled shaft and load test, of the reinforcing steel cage is no more than 6 inches above and no more than 3 inches below plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/4551508-724commresp.pdf?sfvrsn=fee74b29_2450726-1_Stage2_ScopeOfServices_2024-02-08
) – N/A ·Temporary Bridge (Activity 11) – N/A ·Short Span Concrete (Activity 12) – N/A ·Medium Span, ENGINEERING SERVICES HIGHWAY AND BRIDGE/STRUCTURAL DESIGN This Exhibit forms an integral part, Project Description: SR 45 (US 41) FROM N OF PONDELLA RD TO N OF SR 78 Bridge No(s).: N/A Railroad, (US 41) at SR 78 (Pine Island Rd) Roadway Alternative Analysis: N/A Level of Temporary Traffic Control Plan (TTCP): [Level of TTCP]Level 1 [Level of TTCP Comments] Temporary Lighting: N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/450726-1_stage2_scopeofservices_2024-02-08.docx?sfvrsn=1599ce59_1E6O75
/A Total Roadway Length: 0.000 Miles Contract Days: 730 Total Bridge Length: 0.000 Miles Letting Date, CHANGEABLE MESSAGE SIGN, TEMPORARY ED 150.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 800.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 800.000, CONDITION- TIMBER OR STEEL EA 4.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 1,000.000 0710- 11-101, 0646- 2-115 ALUMINUM POLE- INDEX 695-001, FURNISH & INSTALL, 15' EA 2.000 0649- 21- 1 STEEL MAST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/oct31/e6o75.pdf?sfvrsn=f55ee074_1E6P80
No: N/A Total Roadway Length: 0.000 Miles Contract Days: 730 Total Bridge Length: 0.000 Miles Letting, CHANGEABLE MESSAGE SIGN, TEMPORARY ED 100.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 800.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED, , REMOVE EA 6.000 0649- 21- 6 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 50' EA 2.000 0649- 21- 15 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 70' EA 1.000 0649- 26- 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/oct30/e6p80.pdf?sfvrsn=ac2246be_1I-95 TCMP Master Plan report_Final_December 2020
..............................................................................................5-1 CR 708 / Bridge Road, Bridge Road Interchange (Martin County, Figure 4-3 –Proposed Typical Section - CR 708 / Bridge Road below I-95................................................4-8 Figure 4-4 –Proposed Typical Section - CR 708 / Bridge Road, Figure 4-9 –Proposed Typical Section - SR 76 / Kanner Highway-Bridge over the South Fork
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i-95-treasure-coast-pde/i-95-tcmp-master-plan-report_final_december-2020.pdf?sfvrsn=e723dd0b_1FM 452567-1 Final RRR Scoping Report
: Urban Principal Arterial Other Context Classification: C3R-Suburban Residential Bridge No(s, , 4.1.2 Minor Bridge Design, 7.1 Signing, Pavement Marking, & Channelization, 7.2 Lighting, 7.3, Dr, NW 199 St, NW 202 St Roadway Alternative Analysis: N/A Level of Temporary Traffic Control Plans: Level 1 Temporary Lighting: N/A Temporary Signals: N/A Temporary Drainage: N, County, Florida | FM: 452567-1 Final Report August 2025 Page | v Temporary impacts on local traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/26619/fm-452567-1-final-rrr-scoping-report.pdf?sfvrsn=60eec5ec_1E6O89
in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized to do, Specifications for Road and Bridge Construction and the Special Provisions for instructions for submission, Total Bridge Length: 0.208 Miles Letting Date: 07/25/24 Total Proposal Length: 0.416 Miles Contract, consists of Rehabilitation for SR 25 Okeechobee Depressed Roadway – Bridge #87W001, Including sealing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/jul25/e6o89.pdf?sfvrsn=f8ae4c4a_25210100int
rigid barrier on bridge or box culvert structures. Submit written certification from the manufacturer, * ............................................ Sections 346 and 347 Reinforcing Steel* ..............................................Section, . 521-3.1 Precast Temporary Concrete Barrier: Meet the requirements of 102-9.5. 521-3.2 Precast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/5210100int.pdf?sfvrsn=52284e30_1Pt2Ch8_073124_clean
on Post-1945 Common Bridge Types, Bridges Requiring Evaluation and/or Individual Treatment under Section 106, resources in Florida, including archaeological sites, historic structures, bridges, cemeteries, ) for the bulk of the Interstate System. The Program Comment for Common Post-1945 Concrete and Steel Bridges (ACHP, November 2, 2012) relieves FHWA and other federal agencies from the requirement under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt2ch8_073124_clean.pdf?sfvrsn=ad6dda04_1D4-11-03-23 BSN
and Bridge Construction, or as amended by the project Specifications Package or any Supplemental, edition of the Department’s Standard Specifications for Road and Bridge Construction. Insurance, -assist.shtm Standard Specifications for Road and Bridge Construction and the Special Provisions, Roadway Length: 6.144 Miles Contract Days: 182 Total Bridge Length: 0.000 Miles Letting Date: 11/03/23, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2023-24 (SECTION 7-13) FOR INSURANCE LIMITS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/nov03/d4-11-03-23-bsn.pdf?sfvrsn=1b94337b_1Chapter 2 - Signs
moveable and non- moveable steel deck bridges as directed in Manual on Uniform Traffic Control, bridge-mounted signs. 2.6.7 SWING-STYLE PEDESTRIAN GATE SIGNS ON MOVABLE BRIDGES Mount, Engineering Manual January 2025 Slippery When Wet Signs 2-1-2 Ramp and Bridge Decks: Interchange, high. To pic No. 750-000-005 Traffic Engineering Manual January 2025 Bridge Signs and Markings 2-6-1 Section 2.6 BRIDGE SIGNS AND MARKINGS 2.6.1 PURPOSE This section offers guidance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2025/chapter-2---signs.pdf?sfvrsn=bf5889b4_1Final Estimates Level 1 Manual
and bridges and preparation of detailed plans and specifications for individual projects. Contract, because it is important to the preparation of final estimates. Contracts for road and bridge, Plans provide detailed, pictorial instructions for the road or bridge construction, such as alignment, for Road and Bridge Construction are the directions, provisions, and requirements, accuracy and to re- establish any that have been disturbed. All temporary BMs (TBMs) will be tied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training-manuals/final-estimates-level-1-manual.pdf?sfvrsn=f6031aae_1E1X04Addendum004
for the Development of Signal Timings April-2021 EXEMPT DOCUMENTS E01 - As-Built Plans Bridge Plans 170129 I-75 SB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055431 Bridge Plans 170129 I-75 SB Over Sumter Blvd Widening - FPID 409210-1-52-01 - Doc #1055449 Bridge Plans 170130 I-75 NB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055432 Bridge Plans 170130 I-75 NB Sumter Blvd - FPID 409210-1-52-01 - Doc #1055450 Bridge Plans 170140 I-75 Over Toledo Blade Blvd Bride
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04addendum004.pdf?sfvrsn=721c1cb0_1Section 2.4 VII
of slurries used, temporary casing, fluid properties measured, cleaning procedures, steel reinforcement, for Road and Bridge Construction, Florida Department of Transportation American Society for Testing, of the Standard Specifications for Road and Bridge Construction): 1. The polymer slurries to be used, shafts for bridges and major structures, any polymer slurry and viscosity combination that produces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section-2-4-vii.pdf?sfvrsn=a5e215f3_2section2.4vii-100517
of slurries used, temporary casing, fluid properties measured, cleaning procedures, steel reinforcement, for Road and Bridge Construction, Florida Department of Transportation American Society for Testing, of the Standard Specifications for Road and Bridge Construction): 1. The polymer slurries to be used, shafts for bridges and major structures, any polymer slurry and viscosity combination that produces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section2-4vii-100517.pdf?sfvrsn=92cb21be_1