1272 search results for temporary steel bridge
D005011m
For Guardrail Bridge Anchorage Assembly, Thrie Beam Panels, Nested Panels, W-Thrie Beam Transition, applicable. Index No. 400 (Sheet 16 of 31), ‘STEEL MODIFIED THRIE-BEAM OFFSET BLOCK’, height dimension, of steel modified offset block – ‘554’ deleted and 432 substituted. Index No. 400 (Sheet 19 of 31, ), ‘NOTES FOR TEMPORARY INERTIAL CRASH CUSHION,’ note ‘1.’, last sentence – Text ‘without expressed, (Sheet 2 of 2) substituted. Index No. 0631 (Sheet 2 of 2)-Interim index sheet subtitled ‘TEMPORARY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d005011m.pdf?sfvrsn=50dbb082_0TWO8_SR 856 Lehman Causeway Technical Memorandum 4.1.24_FINAL
Causeway including the bridge. A high emphasis crosswalk with rapid rectangular flashing beacon (RRFB, Club Drive. Up to 19 feet of concrete bridge widening is proposed including a concrete barrier, as the Safra Synagogue to account for pier placement for the proposed bridge widening. Access roads, the north under the Causeway bridge. The design includes a ‘switchback’ ramp to bring the path from the south Frontage Road to the elevation of the bridge at the approach slab. Approximately twenty (20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/25609/two8_sr-856-lehman-causeway-technical-memorandum-4-1-24_final.pdf?sfvrsn=90fcc398_1Historical Item Averages 2022
SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 54 $38.68 $12,994,248.47 335,925.900 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 3 54 $84.71 $850,077.76 10,035.100 CY N COMMERCIAL MATL FOR TEMP, 30 8 $3,319.08 $12,924,493.59 3,894.000 EA N TEMPORARY HIGHWAY LIGHTING 0102 30 27 1 $3,070.18 $175,000.26 57.000 EA Y TEMPORARY HIGHWAY LIGHT, 444486-1-52-01 0102 60 331 $.24 $1,833,515.26, 143,484.000 LF N TEMPORARY BARRIER, F&I,LOW PROFILE,CONC 0102 71 15 65 $23.60 $8,690,916.45 368,210.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/annual/pdf/historical-item-averages-2022.pdf?sfvrsn=7b8d031c_1DB-Boilerplate 7-19
American Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA American, Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, -Build Firm submitting a proposal for the proposed work. Bridge. A structure, including supports, culvert is considered a bridge, where the length between the extreme ends of the openings exceeds, as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, action, force
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/design-build/db-boilerplate-7-19.pdf?sfvrsn=b36bd0b6_7E6P36ScopeOfServices
.................................................. 39 3.23. Moveable Bridge Inspection (Not Included)........................................................... 39 3.24. Non-Moveable Bridge Inspection (Not Included, Moveable Bridge Maintenance (Not Included) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 3.26. Non-Moveable Bridge Maintenance, 3.28. Movable Bridge Tending and Preventative Maintenance (Not Included
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/asset-main/e6p36/e6p36scopeofservices.pdf?sfvrsn=9d089462_1451270-1 Scope of Services
Plans- Bridges (N/A) 9.7 Existing Bridge Plans (N/A) 9.8 Structures Quantities for EQ Report (N, AND BRIDGE/STRUCTURAL DESIGN This Exhibit forms an integral part of the agreement between the State, OF PONCE DE LEON BLVD TO N OF LAKE ISIS AVE Bridge No(s).: 090054 090028 Railroad Crossing, Provisions for all items of work not covered by the Standard Specifications for Road and Bridge, Manual and FDM. 4.12 Temporary Traffic Control Plan (TTCP) Analysis and Master Design Files 4.13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/451270-1-scope-of-services.pdf?sfvrsn=9854f3d5_1SP4550000DB-723FHWA
for bridges. These changes are associated with Section 455 of the Standard Specifications. Please, through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, proprietary retaining walls) for shafts installed after fill placement. Install temporary casings through, as defined by ASTM C403 except as required to remove temporary casings before the drilled shaft elapsed, of gyration of the pile does not exceed 120 for steel piles, and the unsupported length to the least
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/sp4550000db-723fhwa.pdf?sfvrsn=d0a69c71_1SP4550000DB-122
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, , behind proprietary retaining walls) for shafts installed after fill placement. Install temporary, final set as defined by ASTM C403 except as required to remove temporary casings before the drilled, 120 for steel piles, and the unsupported length to the least cross-section dimension does not exceed, 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/2022/january-2022/design-build/sp4550000db-122.pdf?sfvrsn=951c94e4_2SP4550000DB-721
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, , behind proprietary retaining walls) for shafts installed after fill placement. Install temporary, final set as defined by ASTM C403 except as required to remove temporary casings before the drilled, 120 for steel piles, and the unsupported length to the least cross-section dimension does not exceed, 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/2021/july-2021/design-build/sp4550000db-721.pdf?sfvrsn=cb06bab9_2SP4550000DB-722AddChng impl
........................................................................ 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, Documents, 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/2022/july-2022/review/implemented/sp4550000db-722addchng-impl.pdf?sfvrsn=e9fcba72_2SP4550000DB-722-AddChng origind
. Structures (Other Than Bridge) Foundations- Auger Cast Piles, placement. Install temporary casings through the completed conventional fill when permanent casings, that concrete has attained its final set as defined by ASTM C403 except as required to remove temporary, not exceed 120 for steel piles, and the unsupported length to the least cross-section dimension does, . Telltales: When shown in the Contract Documents, install telltales that consist of an unstressed steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722-addchng-origind.pdf?sfvrsn=8656b756_2SP4550000DB-122impl
........................................................................ 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, , 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/2022/january-2022/review/implemented/sp4550000db-122impl.pdf?sfvrsn=8f7e0257_2SP4550000DB-122origind
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, 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, to the minimum radius of gyration of the pile does not exceed 120 for steel piles, and the unsupported length, 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/2022/january-2022/review/internal/sp4550000db-122origind.pdf?sfvrsn=81d86f2c_2SP4550000DB
Bridge) Foundations- Auger Cast Piles, installed after fill placement. Install temporary casings through the completed conventional fill when, to remove temporary casings before the drilled shaft elapsed time has expired. 455-2 Static, 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/2021/january-2021/design-build/sp4550000db3974934a4ac24aa1a96883779ad54def.pdf?sfvrsn=f0b6d904_3SP4550000DB 7-20
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, placement. Install temporary casings through the completed conventional fill when permanent casings, that concrete has attained its final set as defined by ASTM C403 except as required to remove temporary, to the minimum radius of gyration of the pile does not exceed 120 for steel piles, and the unsupported, shown in the Contract Documents, install telltales that consist of an unstressed steel rod, greased
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/design-build/sp4550000db-7-20.pdf?sfvrsn=5b0af588_5SP4550000DBFHWA
. Structures (Other Than Bridge) Foundations- Auger Cast Piles, placement. Install temporary casings through the completed conventional fill when permanent casings, temporary casings before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests, of gyration of the pile does not exceed 120 for steel piles, and the unsupported length to the least cross, in the Contract Documents, install telltales that consist of an unstressed steel rod, greased for reducing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/sp4550000dbfhwa.pdf?sfvrsn=ffad7a4b_1TP-05-06-25BSN2
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, Specifications for Road and Bridge Construction and the Special Provisions for instructions, Total Bridge Length: 0.000 Miles Letting Date: 05/06/25 Total Proposal Length: 1.058 Miles Contract, the addition of a wall to retain the southern end bent spill slope under existing Bridge No. 750285
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may06/tp-05-06-25bsn2.pdf?sfvrsn=6027750d_1D1-05-15-25BSN
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, , the Standard Specifications for Road and Bridge Construction and the Special Provisions for instructions, ): 44897315201(*) Federal Aid No: N/A Total Roadway Length: 10.853 Miles Contract Days: 150 Total Bridge, CHANGEABLE MESSAGE SIGN, TEMPORARY ED 328.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/may15/d1-05-15-25bsn.pdf?sfvrsn=1d122cf4_1Section81V2-724
for Construction Sections Standard Plans for Road and Bridge Construction, Topic No. 625-010-003, Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM, , including: The Plant shall track steel and iron usage to declare the dollar amount of any foreign steel or iron on each delivery ticket. The QC Plan shall include the following: A. Methods for tracking the placement of all quantities of non-domesticforeign steel and iron. Implement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section81v2-724.pdf?sfvrsn=c0125fb3_14550000.FHWA
Structures Office to address issues with temporary piles and to update this section with respect, ........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, not perform pre-driving and post-driving surveys of the condition of bridges owned by the Department except, installed after fill placement. Install temporary casings through the completed conventional fill, as defined by ASTM C403 except as required to remove temporary casings before the drilled shaft elapsed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4550000.fhwa.pdf?sfvrsn=c2345537_0