1272 search results for temporary steel bridge
Chapter1
, interception, depression storage, 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, elevation induced upstream from a bridge, culvert, dike, dam, another stream at a higher stage, Erosion Control Blanket. A temporary degradable mat composed of natural or polymer fibers used to reduce, Normal High Water. For bridge hydraulics, the water stage associated with a flow that has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/chapter1.pdf?sfvrsn=8cea0ba6_54550701.impl
to the tip of the shaft shall be NPS 1-1/2 Schedule 40 black iron or black steel (not galvanized) pipe. Access tubes above the top of the reinforcing cage may be the same black iron or black steel, do not need to be extended. If the reinforcing steel cage is suspended in place from the top rather, excavation to a larger diameter to permit accurate placement of the reinforcing steel cage with the required minimum concrete cover. 2. Increasing the number and/or size of the steel reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/4550701.impl.pdf?sfvrsn=82e4dc5d_0Dev549GRSAW
and sealed by a Professional Engineer, registered in the State of Florida. 549-2.5 Reinforcing Steel: Use, of controlling run off away from the wall such as temporary pipe, etc. 549-4.6.1GradedAggregate(GAB)Backfill, to be installed in the GRS backfill reinforcement material, install only steel guardrail posts. Do not attempt to pre- drill holes in the reinforcement; drive steel guardrail posts through the buried, for GRS bridge abutments includes wing walls (wrap-around abutments). 549-6 Basis of Payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/dev549.pdf?sfvrsn=c8f0b81_27000000.FHWA
signs erected partially or completely over the traveled roadway or mounted on bridges as overhead, provisions of Section 965 for all single column ground signs. Multi-column signs must be galvanized steel W or S beams steel columns meeting the general provisions of Section 962. All Materials must meet, of the precast foundation. The holes must be clean and without loose material. Temporary casing, and base plates. Slip base assemblies for multi-column signs will use galvanized steel bases. All slip
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/7000000.fhwa.pdf?sfvrsn=688a7b75_0Workbook
) to: 5-9.1. SP0050901 Long bridge jobs (1500 feet or longer); modify to suit January 2010 Workbook…..5, ) Change(s) to: 455-5, 455-7.2, 455-7.8, 455-11, 455-12. SP4550510A All Bridge projects with square, Bridge projects with square, prestressed concrete pile foundations, without test piles, ) to: 450-10.3.2.3. SS4501003 All Jobs 452 PRECAST SEGMENTAL BRIDGE CONSTRUCTION. (REV 6-4-07) (FA 6-28-07) (1-10) Change(s) to: 452. SS4520000 All Precast Segmental Bridge Jobs 453 EPOXY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/workbook.pdf?sfvrsn=4ee1cb26_044893815201-PLANS-01-ROADWAY
/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website, for Road Construction and associated IRs are available at the Bridge Construction and applicable, WEIGH-IN-MOTION PLAN UTILITY ADJUSTMENTS TEMPORARY TRAFFIC CONTROL PLANS DRAINAGE DETAILS TRAFFIC, are * These sheets are included in the index of Roadway Plans only to NONE RAILROAD CROSSING: NONE BRIDGE, TEMPORARY TRAFFIC CONTROL PLANS SIGNATURE SHEET 54 - 91 2 FOLLOWING SHEETS IN ACCORDANCE WITH RULE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-plans-01-roadway.pdf?sfvrsn=4ff3857a_1E1W36Addendum002
Warranty Non-LA smoothness A10_330 MSP Hot Mix Asphalt A11_ Structure Analysis and Bridge Reports, Analysis and Bridge Reports A12_Geotechnical Report – Signed and sealed Geotechnical Data Report, bridges. Utilize Standard Plan Index No. 536-002, Scheme III to construct the guardrail at the bridges (see Attachment A11_Bridge Reports). At the bridge culvert, remove guardrail. Reconstruct unpaved, and Bridge Construction (Divisions II & III), Special Provisions and Supplemental Specifications, Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum002.pdf?sfvrsn=49bae6d3_12024FDM233ITS
to bridge traffic railings, concrete median barrier walls, concrete shoulder barrier walls, . 233.3.9 Emergency Generator Power Systems (Generators) Generators provide temporary power when, obstructions with landscaping and other structures • Temporary Traffic Control functionality • Drainage, Structures Engineer to utilize bridge-mounted or barrier-wall-embedded conduit for fiber/electric service, regarding allowable downtime. Provide any temporary splice drawings required during construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm233its.pdf?sfvrsn=c446578f_12024FDM233ITS
attachments to bridge traffic railings, concrete median barrier walls, concrete shoulder barrier, ) Generators provide temporary power when commercial AC power is interrupted. Their use is associated, obstructions with landscaping and other structures • Temporary Traffic Control functionality, Engineer and District Structures Engineer to utilize bridge-mounted or barrier-wall-embedded conduit, in the fiber cable, include provisions regarding allowable downtime. Provide any temporary splice drawings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm233its.pdf?sfvrsn=18d8899d_22025FDM233ITS
to bridge traffic railings, concrete median barrier walls, concrete shoulder barrier walls, Generator Power Systems (Generators) Generators provide temporary power when commercial AC power, and other structures • Temporary Traffic Control functionality • Drainage or flooding concerns, bridge-mounted or barrier-wall-embedded conduit for fiber/electric service wires. Design, cable, include provisions regarding allowable downtime. Provide any temporary splice drawings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm233its.pdf?sfvrsn=2442e5f8_72025FDM233ITS
attachments to bridge traffic railings, concrete median barrier walls, concrete shoulder barrier, Generator Power Systems (Generators) Generators provide temporary power when commercial AC power, . Consider the following: • Sight obstructions with landscaping and other structures • Temporary, approval from the District ITS/TSM&O Engineer and District Structures Engineer to utilize bridge-mounted, . Provide any temporary splice drawings required during construction. 233.6 ITS Poles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm233its.pdf?sfvrsn=2a2f196c_12026FDM233ITS
attachments to bridge traffic railings, concrete median barrier walls, concrete shoulder barrier walls, Systems (Generators) Generators provide temporary power when commercial AC power is interrupted, obstructions with landscaping and other structures • Temporary Traffic Control functionality, Engineer and District Structures Engineer to utilize bridge-mounted or barrier-wall-embedded conduit, downtime. Provide any temporary splice drawings required during construction. 233.6 ITS Poles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm233its.pdf?sfvrsn=605a28ad_444737915201-PLANS-01-ROADWAY (1)
/Implemented/SpecBooks for Road and Bridge Construction at the following website: Florida Department, Standard Plans for Bridge Construction are included in the Structures Plans following website: http, are available at the Bridge Construction and applicable Interim Revisions (IRs). Florida Department, 4.032 - MP 4.065 BR#130053 MP 2.617 - MP 3.038 BRIDGE LIMITS: MP 2.143 - MP 2.181 MP 1.661 - MP, LOCATE UTV-1 - UTV-3 UTILITY ADJUSTMENTS 134-183 TEMPORARY TRAFFIC CONTROL PLAN 85-133 DRAINAGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44737915201-plans-01-roadway-(1).pdf?sfvrsn=91328fcc_17000000-723ind
the traveled roadway or mounted on bridges. as oOverhead traffic signs, and may further classify these signs, 347 Reinforcing Steel ......................................................................... Section 415 Structural Steel Welding, Structural Steel and Miscellaneous Metal Items (Other Than Aluminum, steel ANSI grade 316. 700-2.1.1 Static Sign Panels: Provide aluminum sheets for sign panels
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/7000000-723ind.pdf?sfvrsn=1701e811_1Traffic Engineering Manual-Dec 2023
and non-moveable steel deck bridges. These signs should be placed in accordance with Table 2C-4, …………………………………….………...……..2-5-1 2.6 Bridge Signs and Markings……………………………………………………..2-6-1 2.6.1 Bridge and Sign Structure Low Clearance Signs..…...……...……..2-6-1 2.6.2 Bridge Pier Marking……………………………..…….………...……..2-6-1 2.6.3 Cross Road Name Signs on Overpasses…………..………...……..2-6-1 2.6.4 Narrow Bridge Treatment, Pedestrian Gate Signs on Movable Bridges………….2-6-2 2.7 Place Name Signs on the State Highway System
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2024/traffic-engineering-manual-dec-2023.pdf?sfvrsn=a33268c8_44550701.FHWA
cage to the tip of the shaft shall be NPS 1-1/2 Schedule 40 black iron or black steel, steel pipe or Schedule 40 PVC pipe. Ensure that the access tubes are free from loose rust, scale, dirt, elevation, the access tubes do not need to be extended. If the reinforcing steel cage is suspended, of the reinforcing steel cage with the required minimum concrete cover. 2. Increasing the number and/or size of the steel reinforcement bars. When the tolerances are not met, the Contractor may propose
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/4550701.fhwa.pdf?sfvrsn=19f4c507_07000000.FHWA-REVISED
erected partially or completely over the traveled roadway or mounted on bridges as overhead traffic, signs must be galvanized steel W or S beams steel columns meeting the general provisions of Section, and without loose material. Temporary casing will be required if the soil is unstable. Fill the void, -column signs will use galvanized steel bases. All slip bases must be fabricated in accordance, r e i n forcing steel, multi-post and overhead sign structures from a fabrication facility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/7000000.fhwa-revised.pdf?sfvrsn=b1dace4a_07000000.impl
partially or completely over the traveled roadway or mounted on bridges as overhead traffic signs, and may, -column signs must be galvanized steel W or S beams steel columns meeting the general provisions, of the precast foundation. The holes must be clean and without loose material. Temporary casing, steel bases. All slip bases must be fabricated in accordance with the requirements of the Design, structures from a fabrication facility that is listed on the Department’s list of steel producers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/7000000.impl.pdf?sfvrsn=721124fb_04620000.impl
containment assemblies, filler material, and related steel reinforcement. Use the most stringent, steel, furnish all PT system components from a single supplier. a.UseonlyapprovedPT systems, . 2.TheEngineerwillcollectsample materials from prestressing steel used for PT operations, Load and Resistance Factor Design, AASHTO LRFD Bridge Design Specifications Section 5, b.complete shop drawings including PT scheme and system, reinforcing steel, and concrete cover
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4620000.impl.pdf?sfvrsn=fcd5fdfc_0Part2_073124_clean
accommodation; and 6. Navigational needs, for federally-aided or assisted projects involving bridges over, -foot bicycle lanes in both directions. Additionally, the project widens the bridge over Any Drainage, will the proposed project address the deficiencies? Is there a deficient or substandard bridge? The need and rationale behind reconstructing or replacing a roadway or existing bridge must be provided. Provide, condition, inadequate drainage, and inadequate SIS roadway design standards. For bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/part2_073124_clean.pdf?sfvrsn=85d67cba_3