1272 search results for temporary steel bridge
E6O81BidTabs
110.00000 8,800.00 0020 0415 1 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 3,200.000 LB 7.00000 22,400.00 11.00000 35,200.00 0025 0458 1 24 BRIDGE DECK EXPANSION JOINT, REHABILITATION, FINGER, ZONE SIGN 11,880.000 ED 0.30000 3,564.00 0.30800 3,659.04 0050 0102 71 16 TEMPORARY BARRIER, F&I, FREE STANDING 1,438.000 LF 57.00000 81,966.00 45.10000 64,853.80 0055 0102 71 26 TEMPORARY, 7.70000 5,159.00 0070 0102 89 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION 4.000 LO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/mar28/e6o81bidtabs.pdf?sfvrsn=5774aca5_1DgnStds2StdPlans.origind2
shown below are deleted and the following substituted: 104-6.4.1 General: Use temporary erosion, of, but are not limited to, temporary turf, rolled erosion control products, sediment containment systems, . Erect silt fence at upland locations, across ditchlines and at temporary locations shown, Postmaster to develop a method of temporary mail service for the period between removal and installation, provide temporary mitigation for the defect within 4 hours of written notification and restore
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/dgnstds2stdplans.origind2.pdf?sfvrsn=3f986974_0Dev416PIAS
concrete bridge decks and approach slabs. Type HSHV adhesives may be used as a substitute for Type HV, deformations, nor more than 150% of the nominal diameter of the steel bar anchor or dowel, using a rotary hammer drill and bit. Use a metal detector specifically designed for locating steel in concrete to avoid conflicts with existing steel reinforcement whenever placement tolerances and edge clearances permit. Perform core drilling through existing steel reinforcement only when approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/dev416891e0052-74ea-4f2c-be24-f8bfe2c6f6f6.pdf?sfvrsn=47bfaa18_3chgtab
for Galvanizers and Fabricators of Steel and Miscellaneous Metals products. Usage note: All Jobs 7-25-06, Lump Sum 8-28-06 8-31-06 1-07 SS1040600 New SS. To revise Subarticle on Temporary Sod, concrete producing plants. To update and clarify the qualification requirements for bridge repair, requirements and pay items for various types of commonly used bridge deck joints. Usage note: 458-1, , to address coating failures on mast arms and the requirements for installing steel strain pole, steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/chgtab.pdf?sfvrsn=ebea6ee8_04520000SS
) PAGE462.ThefollowingnewSectionisaddedafterSection451: SECTION452 PRECASTSEGMENTAL BRIDGE CONSTRUCTION 452-1 Description, steel, embedded items and all appurtenant items are included. Basethebidonthedesignshownintheplans, of Section 105. 452-3 Definitions. Thefollowing definitions apply to segmental bridge construction, segment at the other. The first segment is cast between the bulkhead and another, temporary bulkhead, on a temporary support system, aligned and post-tensioned longitudinally forming a completed span
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4520000ss.pdf?sfvrsn=196bc72_04520000SS
) PAGE462.ThefollowingnewSectionisaddedafterSection451: SECTION452 PRECASTSEGMENTAL BRIDGE CONSTRUCTION 452-1 Description, steel, embedded items and all appurtenant items are included. Basethebidonthedesignshownintheplans, of Section 105. 452-3 Definitions. Thefollowing definitions apply to segmental bridge construction, segment at the other. The first segment is cast between the bulkhead and another, temporary bulkhead, on a temporary support system, aligned and post-tensioned longitudinally forming a completed span
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4520000ss.pdf?sfvrsn=8c2d4f07_04550000.origind
? The changes address issues with temporary piles and to update this section with respect to LRFD; address, issues with temporary piles and to update this section with respect to LRFD; address a pile build-up, . This change was proposed by Larry Jones of the State Structures Office to address issues with temporary, through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, and post-driving surveys of the condition of bridges owned by the Department except when shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/4550000.origind.pdf?sfvrsn=17756545_04550000.origind
? The changes address issues with temporary piles and to update this section with respect to LRFD; address, issues with temporary piles and to update this section with respect to LRFD; address a pile build-up, . This change was proposed by Larry Jones of the State Structures Office to address issues with temporary, through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, and post-driving surveys of the condition of bridges owned by the Department except when shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/4550000.origind.pdf?sfvrsn=10efaad8_01-13WorkbookFINAL
date. To allow the use of weathering steel for new Steel I-Girder and Box Girder bridges, of weathering steel for new Steel I-Girder and Box Girder bridges in accordance with Structures, SPECIFICATIONS for ROAD and BRIDGE CONSTRUCTION JANUARY 2013 WORKBOOK Effective Letting: JANUARY 1, of asphalt - Streamline Lump Sum. Do not use with SP0040100LS. For bridge repair/rehab projects, contact, 2,000 tons of asphalt - Streamline Plan Quantity. Do not use with SP0040100. For bridge repair/rehab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/1-13workbookfinal.pdf?sfvrsn=78a00731_0D2-02-14-24BSN
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, and Bridge Construction and the Special Provisions for instructions for submission of a DBE/AA Plan, Bridge Length: 0.000 Miles Letting Date: 02/14/24 Total Proposal Length: 0.000 Miles Contract Execution, Bridge Length: 0.000 Miles Letting Date: 02/14/24 Total Proposal Length: 0.000 Miles Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/feb15/d2-02-14-24bsn.pdf?sfvrsn=ecfc0fc6_1fdot-bed25-977-04-rpt
infrastructure projects supporting bridge structures largely due to the lack of quantifiable, but not publicly funded infrastructure projects supporting bridge structures largely due to the lack, .......................................................................................................................... 63 Appendix A – Bridge, Appendix B – Bridge 5 Data Collection Summary ............................................................ 69 Appendix C – Bridge 7 Data Collection Summary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-04-rpt.pdf?sfvrsn=c3424ab7_1SP4550000DBind
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, retaining walls) for shafts installed after fill placement. Install temporary casings through, by ASTM C403 except as required to remove temporary casings before the drilled shaft elapsed time has, of the unsupported length to the minimum radius of gyration of the pile does not exceed 120 for steel piles, of an unstressed steel rod, greased for reducing friction and corrosion, with appropriate clearance inside
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/sp4550000dbind.pdf?sfvrsn=cdfefd84_1SP4550000DB-725
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, temporary casings through the completed conventional fill when permanent casings are not required, attained its final set as defined by ASTM C403 except as required to remove temporary casings before, not exceed 120 for steel piles, and the unsupported length to the least cross-section dimension does, telltales that consist of an unstressed steel rod, greased for reducing friction and corrosion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/sp4550000db-725.pdf?sfvrsn=aab76686_24550000DB.FHWA
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, proprietary retaining walls) for shafts installed after fill placement. Install temporary casings, as defined by ASTM C403 except as required to remove temporary casings before the drilled shaft, of the unsupported length to the minimum radius of gyration of the pile does not exceed 120 for steel, of an unstressed steel rod, greased for reducing friction and corrosion, with appropriate clearance inside
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4550000db.fhwa.pdf?sfvrsn=f2127baf_02022-2023 3rd Quarter SRES Report
, which may increase reclaimed fly ash availability. STEEL Steel product prices continue, tracking projects in light of increased lead times. Chinese steel supply and Ukraine War impacts continue to affect global steel prices and erratic price fluctuations. AGGREGATE Aggregate supply, of aggregate, asphalt, concrete, and steel dollars spent on FDOT projects is compared to a baseline, 4 Steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/quarterly/2022-2023-3rd-quarter-sres-report.pdf?sfvrsn=a0decb86_1SP4550000DB-723
Bridge) Foundations- Auger Cast Piles, temporary casings through the completed conventional fill when permanent casings are not required, attained its final set as defined by ASTM C403 except as required to remove temporary casings before, not exceed 120 for steel piles, and the unsupported length to the least cross-section dimension does, telltales that consist of an unstressed steel rod, greased for reducing friction and corrosion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/sp4550000db-723.pdf?sfvrsn=42102fcc_2SP4550000DB-723origind
Bridge) Foundations- Auger Cast Piles, proprietary retaining walls) for shafts installed after fill placement. Install temporary casings, as defined by ASTM C403 except as required to remove temporary casings before the drilled shaft elapsed, of the unsupported length to the minimum radius of gyration of the pile does not exceed 120 for steel, that consist of an unstressed steel rod, greased for reducing friction and corrosion, with appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/sp4550000db-723origind.pdf?sfvrsn=46e182f7_1SP45500000-723impl
Bridge) Foundations- Auger Cast Piles, temporary casings through the completed conventional fill when permanent casings are not required, attained its final set as defined by ASTM C403 except as required to remove temporary casings before, does not exceed 120 for steel piles, and the unsupported length to the least cross-section dimension, , install telltales that consist of an unstressed steel rod, greased for reducing friction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/sp45500000-723impl.pdf?sfvrsn=f05c7271_1SP4550000DB-724
Bridge) Foundations- Auger Cast Piles, temporary casings through the completed conventional fill when permanent casings are not required, attained its final set as defined by ASTM C403 except as required to remove temporary casings before, not exceed 120 for steel piles, and the unsupported length to the least cross-section dimension does, telltales that consist of an unstressed steel rod, greased for reducing friction and corrosion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/sp4550000db-724cln.pdf?sfvrsn=c9ddd357_2Agency Term Contract - ACROW 300 Series
Title: Temporary Bridge Parts: 300 Series NOTE: ALL ORDERS SHOULD BE DIRECTED TO: FEDERAL, of 2 60A-1.010, F.A.C. AGENCY: DEPARTMENT OF TRANSPORTATION TITLE: Temporary Bridge Parts Short, OF TRANSPORTATION TITLE: Temporary Bridge Parts Short description of the commodity or service desired, -SS-24-9103-SD Temporary Bridge Parts 300 Series Each undersigned individual agrees to the terms, State of Florida Department of Transportation Solicitation #: DOT-SS-24-9103-SD TEMPORARY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---acrow-300-series.pdf?sfvrsn=a16ec73b_9