1272 search results for temporary steel bridge
4550000.impl
of both 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 C403 except as required to remove temporary casings before, of the Engineer. Clean all areas of rust on structural steel items, and recoat those areas in accordance, of the unsupported length to the minimum radius of gyration of the pile does not exceed 120 for steel piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4550000.impl.pdf?sfvrsn=4bb7bcd1_0D1-11-02-23BSN
Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any, in the most current edition of the Department’s Standard Specifications for Road and Bridge, Specifications for Road and Bridge Construction and the Special Provisions for instructions, : 1.616 Miles Contract Days: 350 Total Bridge Length: 0.000 Miles Letting Date: 11/02/23 Total Proposal, DETOUR- TEMPORARY PAVEMENT (19602265201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2023/nov02/d1-11-02-23bsn.pdf?sfvrsn=c4a15dfa_1D6-08-28-25BSN
Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any, in the most current edition of the Department’s Standard Specifications for Road and Bridge Construction, /cpp-online- ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction, Days: 300 Total Bridge Length: 0.348 Miles Letting Date: 08/28/25 Total Proposal Length: 0.696, this Contract consists of Bridge-Repair/Rehabilitation along SR 9A/I-95 NB Flyover Ramp Over NW 17
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/aug28/d6-08-28-25bsn.pdf?sfvrsn=4615be44_2Historical Item Averages Market Area 14
1,342.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0425 5 1 $2,124.00 $53,100.00 25.000 EA N, $42,793.60 2,352.000 ED N PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY 0102104 1 $10.62 $38,232.00 3,600.000 ED N TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION 0102107 1 1 $10.62 $38,232.00 3,600.000 ED N TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION 0102115 2 $.56 $3,109.40, 0400 4 5 1 $5,500.00 $5,153,500.00 937.000 CY N CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE 0400 60 2 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-14.pdf?sfvrsn=798f3e42_24520402.FHWA
4520402 All Jobs PRECAST SEGMENTAL BRIDGE CONSTRUCTION. (REV 4-285-18-15) SUBARTICLE 452-4.2, , reinforcing steel, prestressing steel, groutduct filler, and other similar items. (2.) Each, to reinforcing and post-tensioning. (8.) Details of permanent and temporary embedded items including inserts, blockouts, temporary openings, holes, and other similar items; and any localized required, alignment casting curves on a continuous layout of an entire unit of the bridge between expansion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4520402.fhwa.pdf?sfvrsn=99048cb0_043020425201-PLANS-01-ROADWAY (1)
REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 1150097.000 1150097.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 3055960.000 3055960.000 0415- 1- 8 REINFORCING STEEL- BULKHEAD LB 2003.000, 193.000 193.000 0455-133- 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 12773.000 12773.000 0455-133- 3, BRIDGE REPLACEMENT PROJECT T H E O F F I C I A L R E C O R D O F T H I S S H, AND PAVEMENT MARKING PLANS ROADWAY PLANS ¡ CONST. SR 684 STA. 240+34.00 END BRIDGE #130168 ¡ CONST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26122/43020425201-plans-01-roadway-(1).pdf?sfvrsn=7fc3e525_1FDOT-D4_SW10th_IndustryForum_Presentation_20230817
Bridges and Structures • New Bridges o 15 Steel (approx. 26,500 linear ft., 1,011,000 sq. ft.) o 3 Concrete Girder • Bridge Replacements o 6 Concrete Girder • Overall Bridge length / area (approx.) o Box Girder 20,400 linear ft., 856,400 sq. ft. o Steel Plate 5,730 linear ft, Barrier Wa l l s • Re t a i n i n g Wa l l s • Bridge Piers / St raddles • Bridge Steel Girders, 1, 2023 Bridges and Structures • Re t a i n i n g Wa l l s (approx. 644,000 sq. ft.) • Noise
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/sw-10th-street---2021/fdot-d4_sw10th_industryforum_presentation_20230817.pdf?sfvrsn=88a01fee_12023-2024 1st Quarter SRES Report
. Increased imports of aggregate should ease some constraints. STEEL Except for specialty products, lead times and prices for steel and metal products are improving. Stockpiling during previous, some supply, resulting in fabricators anticipating declines in bid prices. Globally, steel, . Reinforcing steel has flattened, with structural bids slightly higher than forecast. AGGREGATE FDOT, of aggregate, asphalt, concrete, and steel dollars spent on FDOT projects is compared to a baseline index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/quarterly/2023-2024-1st-quarter-sres-report.pdf?sfvrsn=108f14e0_1FHWA Memos
displacement steel piling such as structural shapes, drive them through the compacted fill without, water; to place reinforcing steel and concrete meeting the requirements of these Specifications, , or corporation 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 20, be referred to as a Critical Activity. Culverts. Any structure not classified as a bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/fhwa-memos.pdf?sfvrsn=851f51e4_25480000.FHWA
SYSTEMS 548-1 Description. Construct permanent and temporary retaining wall systems in accordance, mix designs. 548-2.2 Reinforcing Steel: Meet the requirements of Section 931 utilizing Grade 60 (Black) steel. 548-2.3 Backfill Reinforcement: For walls utilizing backfill reinforcement, use reinforcement consisting of steel wire mesh, metal strips or structural geosynthetics as required, of each tier at any section. Use plain steel wire mesh and embedded loops shop fabricated from cold drawn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/5480000.fhwa.pdf?sfvrsn=235e5efb_0TP-09-09-25BSN
of the Standard Specifications for Road and Bridge Construction, or as amended by the project Specifications, and Bridge Construction. Insurance companies must be authorized to do business in the State of Florida, - ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction, Length: 0.407 Miles Contract Days: 198 Total Bridge Length: 0.000 Miles Letting Date: 09/09/25, ED 594.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 820.000 0102-150- 1 PORTABLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/sep09/tp-09-09-25bsn.pdf?sfvrsn=e9c89bb6_1D1100000
, water or gas pipes, conduits, poles, walls, posts, bridges, etc. 110-5 Removal of Buildings. 110-5.1, of the Department or are to be salvaged for use in temporary structures, avoid damage to such materials, and entirely remove all bolts, nails, etc. from timbers to be so salvaged. Mark structural steel members for identification as directed. 110-6.2.2 Removal Of Steel Members With Hazardous Coatings, Program” from the firm actually removing and disposing of these steel members before any members
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d1100000.pdf?sfvrsn=9b316a3d_07-11DBBoilerplate-6-20-11
Iron and Steel Institute ANSI American National Standards Institute, Inc. AREA American Railway, CRSI Concrete Reinforcing Steel Institute EASA Electrical Apparatus Service Association EPA, Society of Automotive Engineers SI International System of Units SSPC Steel Structures Painting Council, submitting a proposal for the proposed work. Bridge. A structure, including supports, erected, is considered a bridge, where the length between the extreme ends of the openings exceeds 20 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/july-2011/design-build/7-11dbboilerplate-6-20-11.pdf?sfvrsn=374a086d_0Section81-100417.OLD
) Manual MNL 116. Standard Specifications for Road and Bridge Construction, Florida Department, iron or steel shall include in their QCP their method of compliance with Buy America provisions, -domestic steel and iron. (B) Methods and locations for segregating non-domestic and domestic steel, -domestic 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section81-100417-old.pdf?sfvrsn=79a378d3_12022-2023 2nd Quarter SRES Report
, 2023 and additional increases are anticipated for the summer. STEEL With some basic steel product, materials to almost normal. China dramatically reduced steel prices in December 2022, which, to continued supply constraints. The first one proposes to waive the requirements for iron and steel, , asphalt, concrete, and steel dollars spent on FDOT projects was compared to a baseline industry cost, 9 Steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/quarterly/2022-2023-2nd-quarter-sres-report.pdf?sfvrsn=e381fcbe_1F4006ScopeServices
of Transportation, Standard Specifications for Road and Bridge Construction Division II & Division III, bridge; tolling components identified in the current FDOT General Tolling Requirements (GTR) Part 3, ending July 1, 1987. 6-5.2 Source of Supply-Steel: Use steel and iron manufactured in the United, shaping and coating. If a steel or iron product is taken outside the United States for any manufacturing process, it becomes foreign source material. When using 58 July 2022 steel or iron materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4006/f4006scopeservices.pdf?sfvrsn=eab670c3_2SP4550000DB-722AddChngFHWA
(Other Than 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, for steel piles, and the unsupported length to the least cross-section dimension does not exceed 20, 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/2022/july-2022/review/fhwa/sp4550000db-722addchngfhwa.pdf?sfvrsn=fb57a9f8_2SP4550000DB-122FHWA
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, fill placement. Install temporary casings through the completed conventional fill when permanent, temporary casings before the drilled shaft elapsed time has expired. 455-2 Static Compression Load, does not exceed 120 for steel piles, and the unsupported length to the least cross-section dimension, 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/2022/january-2022/review/fhwa/sp4550000db-122fhwa.pdf?sfvrsn=32ba4925_2D6-10-31-24BSN
consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, -online- ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction, Contract Days: 730 Total Bridge Length: 0.000 Miles Letting Date: 10/31/24 Total Proposal Length: 0.000, WARNING ARROW PANEL ED 300.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 150.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/oct31/d6-10-31-24bsn.pdf?sfvrsn=35b5933c_24620000-723FHWA
Jacking Maximum Stress: Maximum temporary stress (i.e., jacking stress) in PT steel must not exceed 80, , filler material, and related steel reinforcement. Use the most stringent requirements, , or improper installation. 2.With the exception of mild reinforcing and prestressing steel, furnish all, bridges are not covered by this Specification. 912. Install duct filler. Provide fully filled, the requirements of this Section or Section 960. 462-2.2 Steel Reinforcing: 462-2.2.1 Mild Steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/4620000-723fhwa.pdf?sfvrsn=f57ce7dc_1