1272 search results for temporary steel bridge
4620000-723FHWA2
assemblies, filler material, and related steel reinforcement. Use the most stringent requirements, , or improper installation. 2. With the exception of mild reinforcing and prestressing steel, and extradosed bridges are not covered by this Specification. 912. Install duct filler. Provide fully, the requirements of this Section or Section 960. 462-2.2 Steel Reinforcing: 462-2.2.1 Mild Steel: 1.Provide reinforcing steel per Section 931. 2.Final design and details of local zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/4620000-723fhwa2.pdf?sfvrsn=6c8b3399_11-22 FHWA Memos
superstructures with spans over 150 feet. c. Steel box and plate girder bridges. d. Concrete or steel straddle piers and straddle pier caps. e. Steel truss bridges including pedestrian steel truss, details, handrails, temporary operating systems for movable bridges etc. Originator Reviewer, for the proposed work. Bridge. A structure, including supports, erected over a depression or over, feet between the inside faces of end supports. A multiple-span box culvert is considered a bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/1-22-fhwa-memos.pdf?sfvrsn=f1f74a71_2D1-08-15-24BSN
for Road and Bridge Construction, or as amended by the project Specifications Package or any, current edition of the Department’s Standard Specifications for Road and Bridge Construction, _assist.shtm , the Standard Specifications for Road and Bridge Construction and the Special Provisions, /A Total Roadway Length: 6.165 Miles Contract Days: 140 Total Bridge Length: 0.000 Miles Letting Date, and resurfacing, and pavement markings on State Road 700 (US 98) from bridge #910090 northwesterly to NW 80th
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/d1-08-15-24bsn.pdf?sfvrsn=5b00febe_1D4500000.do
by the pretensioning method. In this method, steel components are stressed and anchored; the concrete for the product is then cast and cured, and finally the stress in the steel components is released, the tolerances shown for positions of reinforcing and prestressing steel. Apply the tolerances, for reinforcing steel, prestressing steel or any other metallic objects specified in the plans more than 1/4 inch [5 mm]. Do not reduce the concrete cover for reinforcing steel, prestressing steel or any other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4500000.dob820a9b4cc18416a803f4c7d9d43bfbb.pdf?sfvrsn=6004755e_0D4500000.do
by the pretensioning method. In this method, steel components are stressed and anchored; the concrete for the product is then cast and cured, and finally the stress in the steel components is released, the tolerances shown for positions of reinforcing and prestressing steel. Apply the tolerances, for reinforcing steel, prestressing steel or any other metallic objects specified in the plans more than 1/4 inch [5 mm]. Do not reduce the concrete cover for reinforcing steel, prestressing steel or any other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4500000.do.pdf?sfvrsn=c9a6feab_02024FDMPart2DesignCriteria
for highway and bridge projects are based on established design controls for the various elements, - Design Controls 201 Design Controls 201.1 General Designs for highway and bridge projects, are where a narrow bridge exists and when the number of travel lanes increase or decrease. The FDOT, and vertical alignment • Embankments, slopes, and guardrail applications • Bridge width and roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdmpart2designcriteria.pdf?sfvrsn=a02fb0d5_20fdot-bdv25-977-67-rpt
or over-water bridges to the roadway grades on either side of the bridge. The most common, bridges to the roadway grades on either side of the bridge. In Florida, mechanically stabilized earth, method of transitioning grade separation or over-water bridges to the roadway grades on either side of the bridge. The most common construction sequence is to drive piles prior to embankment, all of which must be resisted by lower portions of the pile which resist downdrag and bridge loads
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv25-977-67-rpt.pdf?sfvrsn=80c5a08f_1SP4550100DTwoTP
reports. Do not perform pre-driving and post-driving surveys of the condition of bridges owned, . Install temporary casings through the completed conventional fill when permanent casings, attained its final set as defined by ASTM C-403 except as required to remove temporary casings before, by the Department to the satisfaction of the Engineer. Clean all areas of rust on structural steel items, of gyration of the pile does not exceed 120 for steel piles, and the unsupported length to the least cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp4550100dtwotp.pdf?sfvrsn=280a30f5_0SP4550100DTwTP
reports. Do not perform pre-driving and post-driving surveys of the condition of bridges owned, . Install temporary casings through the completed conventional fill when permanent casings, its final set as defined by ASTM C-403 except as required to remove temporary casings before, by the Department to the satisfaction of the Engineer. Clean all areas of rust on structural steel items, of the pile does not exceed 120 for steel piles, and the unsupported length to the least cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp4550100dtwtp.pdf?sfvrsn=92739f08_0Section81V2-726redln
Procedures for Construction Sections Standard Plans for Road and Bridge Construction, Topic, Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM, The Plant shall track steel and iron usage to declare the dollar amount of any foreign steel, the placement of all quantities of foreign steel and iron. Implement an accountable system that tracks the monetary value of foreign steel or iron used in each product. B. Methods and locations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/materials-manual/section81v2-726redln.pdf?sfvrsn=d914d1e5_1Section81V2-724cln
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, shall track steel and iron usage to declare the dollar amount of any foreign steel or iron on each, of all quantities of foreign steel and iron. Implement an accountable system that tracks the monetary value of foreign steel or iron used in each product. B. Methods and locations for segregating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section81v2-724cln.pdf?sfvrsn=962b1f1b_1E8U69
/A Total Roadway Length: 1.183 Miles Contract Days: 772 Total Bridge Length: 0.000 Miles Letting Date, 1.000 0102- 1- MAINTENANCE OF TRAFFIC (44262515201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44262515201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (44262515201) LS, - 62- 13 BARRIER MOUNTED WORK ZONE SIGN- INDEX 700-013 ED 1,060.000 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 1,139.000 0102- 71- 15 TEMPORARY BARRIER, F&I, ANCHORED LF 4,716.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/feb13/e8u69.pdf?sfvrsn=dd3c0799_14620100-722origind
containment assemblies, filler material, and related steel reinforcement. Use the most stringent, and prestressing steel, furnish all PT system components from a single supplier (vendor). 3. Submit PT system, and Section 5 to the Engineer for review and written approval. 85. Cable stays and extradosed bridges, 462-2.2.1 is deleted and the following substituted: 462-2.2 Steel Reinforcing: 462-2.2.1 Mild: 1. Provide reinforcing steel per Section 931. 2. Final design and details of local zone reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4620100-722origind.pdf?sfvrsn=2e483cb4_25210000.FHWA
wallrigid barrier on bridge or box culvert structures. Submit written certification from, Concrete ..................................Section 346 Reinforcing Steel, and the Design StandardsStandard Plans. 521-3 Precast Temporary Barrier Wall.Concrete Barrier Meet, at 15 to 30 foot intervals. For barrier wallrigid barrier on bridge structures or approach slabs, , including all reinforcing steel, conduits, materials, soil stabilization, and incidentals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/5210000.fhwa.pdf?sfvrsn=caba1862_0D1-06-06-24BSN60Day
and Bridge Construction, or as amended by the project Specifications Package or any Supplemental, current edition of the Department’s Standard Specifications for Road and Bridge Construction. Insurance, and Bridge Construction and the Special Provisions for instructions for submission of a DBE/AA Plan, Days: 850 Total Bridge Length: 0.019 Miles Letting Date: 06/06/24 Total Proposal Length: 5.049 Miles, , construction of four roundabouts, milling and resurfacing, drainage, bridge culverts, signing and pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/jun06/d1-06-06-24bsn60day.pdf?sfvrsn=c79ee3da_1Historical Item Averages Market Area 10
62,671.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 3 $121.91 $1,046,379.91 8,583.000 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 3 3 $231.78 $22,250.66 96.000 CY N COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE 0102 4 1 7 $79.94 $401,711.37 5,025.000 SY N PEDESTRIAN, 1 $3,906.25 $500,000.00 128.000 EA N TEMPORARY HIGHWAY LIGHTING 0102 60 17 $.26 $191,823.21, 7,761.000 LF N TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE 0102 71 15 2 $39.84 $962,050.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-10.pdf?sfvrsn=f5bd32ef_2DRB Recommendations - District 4
4217074520142170745202 E4N98 I-75 Express Lanes Project Segment "C" A 10/2/17 43661715201 E4S21 SR 9/I 95 Bridge, 9 (I-95) Phase II Temporary Barrier Wall - Relocation Compensation A 4/27/09 40687015201 T4190 SR, (SR 9) Reconstruction from North of SR-80; Payment of Temporary Traffic Signals A 5/25/05, Pile A 6/24/98 22787415201 19871 SR A1A - Acceptance of Material (Steel Beams) not in Conformity
https://www.fdot.gov/construction/constadm/drb/decisions/drb-decisions-d4.shtmHistorical Item Averages 2023
, 440487-1-52-01 0102 2200 72 $72.10 $55,598,832.12 771,121.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 52 $68.18 $30,156,912.31 442,322.700 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 3, $63.25 $177,100.00 2,800.000 DA N TEMP ITS 0102 30 9 $2,113.03 $3,830,918.06 1,813.000 EA N TEMPORARY, ZONE SIGN SP700-013 0102 71 13 89 $53.75 $8,718,282.50 162,215.000 LF N TEMPORARY BARRIER, F&I,LOW PROFILE,CONC 0102 71 15 64 $48.67 $17,858,791.40 366,946.000 LF N TEMPORARY BARRIER, F&I, ANCHORED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/annual/pdf/historical-item-averages-2023.pdf?sfvrsn=103c0832_1Section81-100417
/Prestressed Concrete Institute (PCI) Manual MNL 116. Standard Specifications for Road and Bridge, or steel shall include in their QCP their method of compliance with Buy America provisions including, steel and iron. (B) Methods and locations for segregating non-domestic and domestic steel and iron, steel and iron. (D) An example delivery ticket with Buy America compliance statement and dollar amount of non-domestic steel and iron used in the finished products for each delivery. 8.1.5.2.4 Plant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section81-100417.pdf?sfvrsn=3e1a3d65_1Chapter5s8
Standard Specifications for Road and Bridge Construction Federal-Aid Policy Guide, 23 Code of Federal, to use domestically sourced structural steel, iron, and construction materials. These requirements, project. Temporary devices, equipment, and other items removed at or before the completion of the project are exempt. Temporary items determined to be left in place are not exempt and must, are also exempt. For iron and steel, miscellaneous components including subcomponents and hardware
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter5s8.pdf?sfvrsn=2290c5fe_18