1272 search results for temporary steel bridge
7-18-DB-Boilerplate
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/2018/july-2018/design-build/7-18-db-boilerplate.pdf?sfvrsn=96d4e0a1_3433256 FINAL AS_BUILT ROADWAY PLANS (1)
ON NORTHBOUND BRIDGE ROADWAY GROSS LENGTH OF PROJECT NET LENGTH OF PROJECT BRIDGES EXCEPTIONS, 17302 11860 619 600 SHEET NO. 1-2 & 13-14 OF 14 ALL 4 OF 8 ALL ALL REVISIONS 12 TEMPORARY, PROJECT LOCATION STA. 83+87.15 RT. STA. 83+34.38 LT. BEGIN BRIDGE #130075 & #130076 STA. 84+62.11, LT. END BRIDGE #130075 & #130076 TO PARRISH TO PARRISH TO SARASOTA TO BRADENTON TO PALMETTO, NAPLES KEY WEST CITY LAKE LENGTH OF PROJECT BRIDGE LENGTH IS BASED ON NORTHBOUND BRIDGE ROADWAY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/433256-final-as_built-roadway-plans-(1).pdf?sfvrsn=166697cd_1E6P87ScopeOfServices
............................................................ 41 3.23 Moveable Bridge Inspection (Not Included) .................................................................. 42 3.24 Non-Moveable Bridge Inspection (Not Included) .......................................................... 42 3.25 Moveable Bridge Maintenance (Not Included) .............................................................. 42 3.26 Non-Moveable Bridge Maintenance, Movable Bridge Tending (Not Included
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/asset-main/e6p87/e6p87scopeofservices.pdf?sfvrsn=dd3651f7_11-18-DB-Boilerplate
American Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA American, Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, work. Bridge. A structure, including supports, erected over a depression or over an obstruction, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length, structure not classified as a bridge that provides an opening under the roadway. Delay. Any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/design-build/1-18-db-boilerplate.pdf?sfvrsn=2508cb9_17-17-DB-Boilerplate-2-27-17
American Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA American, Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, work. Bridge. A structure, including supports, erected over a depression or over an obstruction, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length, structure not classified as a bridge that provides an opening under the roadway. Delay. Any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/design-build/7-17-db-boilerplate-2-27-17.pdf?sfvrsn=5ac8273b_11-17-DB-Boilerplate-11-17-16
American Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA American, Association CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service, work. Bridge. A structure, including supports, erected over a depression or over an obstruction, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where, . Any structure not classified as a bridge that provides an opening under the roadway. Delay. Any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/design-build/1-17-db-boilerplate-11-17-16.pdf?sfvrsn=9999ab73_1D4-02-02-24BSN
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, Contract Days: 206 Total Bridge Length: 0.000 Miles Letting Date: 02/02/24 Total Proposal Length, AND BRIDGE CONSTRUCTION FY 2023-24 (SECTION 7-13) FOR INSURANCE LIMITS. Call Order: 002 Proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/feb04/d4-02-02-24bsn.pdf?sfvrsn=3fb0e67e_1Agency Term Contract - ACROW 700XS Series
State of Florida Department of Transportation TEMPORARY BRIDGE PARTS: ACROW 700XS SERIES, -SD (CR975) Title: Temporary Bridge Parts: 700XS Series NOTE: ALL ORDERS SHOULD BE DIRECTED, . AGENCY: DEPARTMENT OF TRANSPORTATION TITLE: Temporary Bridge Parts 700XS Series Short description of the commodity or service desired: Acrow 700XS Series Bridge Components CONTACT Name: Sally Dobson, Financial Project Number(s) DOT-SS-24-9104-SD Temporary Bridge Parts 700XS Series Each undersigned
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---acrow-700xs-series.pdf?sfvrsn=e7241f22_74550103DB.impl
and alignment. Do not use a temporary casing greater than the diameter of the reinforcing steel cage, plus 24, that consist of an unstressed steel rod placed, with appropriate clearance and greased for reducing, a m mers of sufficient capacity (force and amplitude) may be used to drive steel sheet piles and, with acceptance of the Engineer, to drive steel bearing piles a sufficient distance to get the impact, of steel bearing piles for bearing determinations after all piles in the bent/pier have been driven
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4550103db.impl.pdf?sfvrsn=a15852a2_0Historical Item Averages Market Area 07
Quantity Meas Obs? Description 0415 1 5 2 $1.31 $549,920.14 420,299.000 LB N REINFORCING STEEL- BRIDGE, 2 1 $45.00 $92,250.00 2,050.000 SF N SHEET PILING STEEL, TEMPORARY-CRITICAL 09/22/2025 Page: 11, 201,125.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 4 $28.60 $1,914,358.00 66,940.000 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 3 5 $99.26 $201,500.56 2,030.000 CY N COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE 0102 4 1 4 $99.76 $82,000.00 822.000 SY N PEDESTRIAN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-07.pdf?sfvrsn=b2fc8db_2SP4550000DB-722
........................................................................ 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/july-2022/design-build/sp4550000db-722.pdf?sfvrsn=47fe5644_2SP4550000DB-722impl
........................................................................ 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-722impl.pdf?sfvrsn=354b2d2_2SP4550000DB-722origind
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, 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/2022/july-2022/review/internal/sp4550000db-722origind.pdf?sfvrsn=368c4ff0_2SP4550000DBEO-722
........................................................................ 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/july-2022/design-build/sp4550000db-722-eo-memo-23-01.pdf?sfvrsn=ed5ca5d7_72021 SRES Final Report
from other sectors is driving input costs rapidly higher. Steel can’t be manufactured fast enough, Final Report Steel fabricators are experiencing pressure from labor shortages, record high input, of last year, scrap steel prices are at their highest since 2008. Steel has proven extremely volatile, by 20% during the coming year. Buy America provisions currently affect steel used by FDOT, , asphalt, concrete, and steel dollars spent on FDOT projects. Compared to the baseline of prices
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/final/2021-sres-final-report.pdf?sfvrsn=1bedea44_15480000.FHWA
Structures Office to reduce the chance of problems with MSE walls supporting spread footing bridge, : SECTION 548 RETAINING WALL SYSTEMS 548-1 Description. Construct permanent and temporary retaining, testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing Steel: Meet the requirements of Section 931 utilizing Grade 60 (Black) steel. 5480000.D01 All Jobs, consisting of steel wire mesh, metal strips or structural geosynthetics as required for the wall system
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/5480000.fhwa.pdf?sfvrsn=a5d9b954_0DB-Boilerplate 1-20
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, box 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/2020/january-2020/design-build/db-boilerplate-1-20.pdf?sfvrsn=b6763d1b_7chgtab
with Segmental Bridges” to “All Precast Segmental Bridge Jobs” 5-6-08 10-8-08 7-09 SS4550000 Rolled, 1-10 SP4550510A New SP. To change capacity determination of prestressed concrete pile bridge, damping values determined from dynamic load tests. Usage note: All Bridge projects with square, capacity determination of prestressed concrete pile bridge foundations (without test piles) from, dynamic load tests. Usage note: All Bridge projects with square, prestressed concrete pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/chgtab.pdf?sfvrsn=e25d948e_0E54B3
Total Bridge Length: Letting Date: 10/03/23 Total Proposal Length: 4 .000 Miles 0.000 Miles 4, inlets with galvanized reticuline steel grates, and adjusting manholes, valve covers and pull boxes, WARNING ARROW PANEL ED 249.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 552.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 810.000 0102-107- 1 TEMPORARY TRAFFIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/oct03/e54b3.pdf?sfvrsn=727dad6d_2E3X85-R0
(*) Federal Aid No: N/A Total Roadway Length: Contract Days: Total Bridge Length: Letting Date: Total, FOR TEMPORARY DRIVEWAY MAINTENANCE CY 20.000 0102- 14- TRAFFIC CONTROL OFFICER HR 300.000 0102- 60- WORK, 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 15.000 0102-909- TEMPORARY RAISED RUMBLE, - GUIDERAIL, RELOCATE, STEEL LF 10.000 0515- 1- 42 PIPE HANDRAIL - GUIDERAIL, RELOCATE, ALUMINUM LF 44.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/apr11/e3x85-r0.pdf?sfvrsn=634c8d8a_1