1272 search results for temporary steel bridge
4550103.FHWA
: unplanned and planned dowel splices are instrumented during driving; the limitation that temporary casing diameter cannot be 24” greater than the diameter of the reinforcing steel cage applies to both bridges and miscellaneous structures; and, temporary casing is to be removed after concrete is placed, of the reinforcing steel cage, plus 24 inches. Fill the oversized temporary casing with drilled shaft concrete, the diameter of the reinforcing steel cage, plus 24 inches. Fill the oversized temporary casing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4550103.fhwa.pdf?sfvrsn=99381d44_02024 ER FLDiv FAQ update
V. Bridges 1) Are costs associated with initial damage assessments for bridge inspections, , culverts, bridge damage, lighting, debris, etc.). Sites should not be combined to meet the $5,000, typically involve temporary measures but can include the placement of elements that are utilized as part, America requirements for Iron, Steel, and Manufactured Products (23 CFR 635.410) d) Disadvantaged, proclamation. The FHWA's Buy America requirements for steel, iron, and manufactured products (23 CFR 635.410
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/pdfs/2024-er-fldiv-faq-update.pdf?sfvrsn=61da62b7_1719eBook_SS_DLH
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, July 2019, are hereby approved for application on highway and related, ........................................................................................ 109 103 Temporary Work Structures, Portland Cement Concrete Pavement ............................................ 370 370 Bridge Approach, ..................................................................................... 512 v 452 Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/ebook/719ebook_ss_dlh.pdf?sfvrsn=76a63a43_2719eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, July 2019, are hereby approved for application on highway and related, ........................................................................................ 109 103 Temporary Work Structures, Portland Cement Concrete Pavement ............................................ 370 370 Bridge Approach, ..................................................................................... 512 v 452 Precast Segmental Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/ebook/719ebook.pdf?sfvrsn=bf366a48_2Dev549TGRSAW
i o n Dev 549TW TEMPORARY GEOSYNTHETIC REINFORCED SOIL WALLS. (REV 10-22-14) The following new Section is added after Section 548. SECTION 549TW TEMPORARY GEOSYNTHETIC REINFORCED SOIL WALLS 549-1 Description. Construct temporary geosynthetic reinforced soil walls (GRS) in accordance, impair their strength and durability. 549-2 Materials. 549-2.1 Temporary Masonry Facing Blocks, and sealed by a Professional Engineer, registered in the State of Florida. 549-2.5 Reinforcing Steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/dev549tw.pdf?sfvrsn=33a749af_2SS4600000
as supplemented by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel. Fabricate all, for miscellaneous components or as approved by the Engineer. 2.Simple Steel Bridge Structures - Required, Steel Bridge Structures in 2 above. Fabricators qualified under this category are also qualified to perform work as described under the Simple Steel Bridge and Conventional Steel Building Structures, to the AASHTO/NSBA Steel Bridge Collaboration “Guidelines for Shop Detail Drawing Presentation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000.pdf?sfvrsn=812265b4_0SS4600000
as supplemented by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel. Fabricate all, for miscellaneous components or as approved by the Engineer. 2.Simple Steel Bridge Structures - Required, Steel Bridge Structures in 2 above. Fabricators qualified under this category are also qualified to perform work as described under the Simple Steel Bridge and Conventional Steel Building Structures, to the AASHTO/NSBA Steel Bridge Collaboration “Guidelines for Shop Detail Drawing Presentation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000704c0d2d437c438f8b5abc833de0af3f.pdf?sfvrsn=94f55b0e_0SS4600000
as supplemented by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel. Fabricate all unpainted, for miscellaneous components or as approved by the Engineer. 2.Simple Steel Bridge Structures - Required, to perform work as described under the Simple Steel Bridge and Conventional Steel Building Structures, to the AASHTO/NSBA Steel Bridge Collaboration “Guidelines for Shop Detail Drawing Presentation, D1.5, Bridge Welding Code. The camber and sweep tolerances for steel pier caps shall be the same
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4600000.pdf?sfvrsn=19f50524_0E8V47BidTabs
: 0005 0110 3 REMOVAL OF EXISTING STRUCTURES/BRIDGES 44411115201 BRIDGE ID 870170 (705.000) SF (LS, OF EXISTING STRUCTURES/BRIDGES 44411115201 BRIDGE ID 870171 (1260.000) SF (LS) 375,500.00000, /BRIDGES 44411115201 BRIDGE ID 870172 (731.000) SF (LS) 325,500.00000 325,500.00 1,000,000.00000, STRUCTURES/BRIDGES 44411115201 BRIDGE ID 870381 (708.000) SF (LS) 325,500.00000 325,500.00 500,000.00000, 245,000.00000 245,000.00 0035 0110 3 REMOVAL OF EXISTING STRUCTURES/BRIDGES 44411115201 BRIDGE ID 870383
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/feb28/e8v47bidtabs.pdf?sfvrsn=8f0b6693_1SS4160000
of the steel bar or anchor. For horizontal and downwardly inclined installations, provide temporary, for installation of traffic railing reinforcement and anchor bolts into existing concrete bridge, 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, existing steel reinforcement only when approved by the Engineer. Dry the drilled holes completely
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4160000.pdf?sfvrsn=c0218b48_0DgnStds2StdPlans.FHWA
: 104-6.4.1 General: Use temporary erosion, sediment and water pollution control features found in the E&SC Manual. These features consist of, but are not limited to, temporary turf, rolled erosion, ditchlines and at temporary locations shown in the Plans or approved by the Engineer where continuous, the existing mailbox. Work with the Local Postmaster to develop a method of temporary mail service, public and the Responsible Party cannot provide temporary mitigation for the defect within 4 hours
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/dgnstds2stdplans.fhwa.pdf?sfvrsn=d69c8e0b_0Section82V2-724cln
, temporary traffic barriers, light pole foundations, sign foundations, pull and junction boxes, B – Quality Assurance Procedures for Construction Sections Standard Plans for Road and Bridge, Department of Transportation Specifications for Road and Bridge Construction Approved Product List, /resources/library/publications/c ertifications/sampleforms.shtm 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section82v2-724cln.pdf?sfvrsn=214af736_1Jan2015eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, 2014, are hereby approved for application on highway and related, ........................................................................................ 107 103 Temporary Work Structures, ............................................ 356 370 Bridge Approach Expansion Joints, ................................................. 417 415 Reinforcing Steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/ebook/jan2015ebook.pdf?sfvrsn=c988124f_0Jan2015ebookSignedSealedDLS
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, 2014, are hereby approved for application on highway and related, ........................................................................................ 107 103 Temporary Work Structures, ............................................ 356 370 Bridge Approach Expansion Joints, ................................................. 417 415 Reinforcing Steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/ebook/jan2015ebooksignedsealeddls.pdf?sfvrsn=fd785005_4Design Standards 2008 Interim
and INSTRUCTIONS TO DESIGNER Note 2. 21600 3 of 7 21600.pdf TEMPORARY DETOUR BRIDGE GENERAL NOTES, : Clarified recess depth at top of inlet for steel grate. 221 1of 2 221.pdf GUTTER INLET TYPE V – Dated 07/01/09: Clarified recess depth at top of inlet for steel grate. 230 1of 2 230.pdf, treatments. 402 24 of 24 402.pdf GUARDRAIL TRANSITIONS AND CONNECTIONS FOR EXISTING BRIDGES – Dated 07/01/09: Added note for bridge name plate as note 2. 410 1 of 22 410.pdf CONCRETE BARRIER
https://www.fdot.gov/roadway/ds/08/istds.shtm536-001
bridge Traffic Railings, see Indexes 536-002, 521-404, and 521-405. without conflicting, TO RIGID BARRIER: The connections to Rigid Barrier in this Index only apply to newly constructed bridge, 4'-0" of a sidewalk or shared use path, steel posts are not permitted within the End c. Use 15, ) protruding from the back face of timber posts, or use steel posts only if treated with Pipe Rail as shown, timber posts. Washers are not required at steel post flanges and panel lap splices. Do not place 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/536-001.pdf?sfvrsn=8ee2b6f5_1536-001
bridge Traffic Railings, see Indexes 536-002, 521-404, and 521-405. without conflicting, TO RIGID BARRIER: The connections to Rigid Barrier in this Index only apply to newly constructed bridge, 4'-0" of a sidewalk or shared use path, steel posts are not permitted within the End c. Use 15, ) protruding from the back face of timber posts, or use steel posts only if treated with Pipe Rail as shown, timber posts. Washers are not required at steel post flanges and panel lap splices. Do not place 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/536-001.pdf?sfvrsn=3dfd8309_12014eBook
ii These Florida Department of Transportation Standard Specifications for Road and Bridge, ........................................................................................ 108 103 Temporary Work Structures, ............................................ 356 370 Bridge Approach Expansion Joints, ................................................. 418 415 Reinforcing Steel, ..................................................................................... 493 452 Precast Segmental Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/ebook/2014ebook.pdf?sfvrsn=5b53a99b_4E4W95
Contract Days: 305 Total Bridge Length: 0.000 Miles Letting Date: 08/02/24 Total Proposal Length: 2.532, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2024-25 (SECTION 7-13) FOR INSURANCE, (44765715201) LS 1.000 0102- 3- COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE CY 15.300 0102- 14, SIGN, TEMPORARY ED 638.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 610.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 610.000 0104- 18- INLET
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/aug02/e4w95.pdf?sfvrsn=1ad05383_1Historical Item Averages Market Area 05
- BRIDGE SUPERSTRUCTURE 0415 1 5 2 $2.00 $644,428.00 321,923.000 LB N REINFORCING STEEL- BRIDGE, 20,363.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 1 $380.69 $2,500,000.00 6,567.000 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 3 1 $100.00 $810.00 8.100 CY N COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE 0102 4 1 9 $50.46 $215,165.40 4,264.000 SY N PEDESTRIAN OR BICYCLE, $467,042.00 9,542.000 LF N TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE 0102 71 23 4 $15.97 $128,104.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-05.pdf?sfvrsn=71dccc23_2