1272 search results for temporary steel bridge
4600000.FHWA
Bridge: Unspliced rolled sections and pedestrian bridges AISC Simple Bridge Highway Metal Components, , steel strain poles, bridge rail, stairs, walkways, grid decks, scuppers, expansion joints, bearings, by the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel. Fabricate all unpainted steel elements, Structures - required for miscellaneous components or as approved by the Engineer. 2. Simple Steel Bridge, Steel Bridges - Required for all steel bridges (including welded or bolted truss structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/4600000.fhwa.pdf?sfvrsn=af6b0a90_0E4X79
(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 730 Total Bridge Length: 0.000, structural steel on Traffic Signal Mast Arms (TSMA) using paint and metalizing systems. This contract, for this project. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2024-25, - PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 300.000 0102-115- TYPE III BARRICADE ED 1,000.000 0561- 2- COATING EXISTING STRUCTURAL STEEL SF 8,448.000 Page 6 Bid Solicitation Notice - Proposal Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/apr04/e4x79.pdf?sfvrsn=ca314bd0_1TP-03-28-25BSN
Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43721115201 BRIDGE ID 870182) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43721115201 BRIDGE ID 870395) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43721115201 BRIDGE ID 870397) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43721115201 BRIDGE ID 870546) LS 1.000 0110- 12- 1 HYDRODEMOLITION, STEEL - BRIDGE SUPERSTRUCTURE LB 91,465.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/mar28/tp-03-28-25bsn.pdf?sfvrsn=c887aa8c_1D005011m.do
for ‘Slippery When Wet’, designation ‘W8-5’ shall be placed in advance of bridges with steel decks. Index, movable and non-movable steel deck bridges.”, No. 201 (Sheet 2 of 6), ‘TEMPORARY DRAINS FOR SUBGRADE AND BASE’, ‘Note:’, Second sentence –Second, ’, ‘Reinforcing Steel’, ‘kg’, ‘RCP’ & ‘CMP’ – Quantities 495 deleted and 315 substituted. Index No. 251 (Sheet 2 of 2), ‘ESTIMATED QUANTITIES’, ‘Reinforcing Steel’, ‘kg’, ‘RCP’ & ‘CMP’ – Quantities 587 deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d005011m.do.pdf?sfvrsn=f5e2d4e2_0D005011m.do
for ‘Slippery When Wet’, designation ‘W8-5’ shall be placed in advance of bridges with steel decks. Index, movable and non-movable steel deck bridges.”, No. 201 (Sheet 2 of 6), ‘TEMPORARY DRAINS FOR SUBGRADE AND BASE’, ‘Note:’, Second sentence –Second, ’, ‘Reinforcing Steel’, ‘kg’, ‘RCP’ & ‘CMP’ - Quantities 495 deleted and 315 substituted. Index No. 251 (Sheet 2 of 2), ‘ESTIMATED QUANTITIES’, ‘Reinforcing Steel’, ‘kg’, ‘RCP’ & ‘CMP’ – Quantities 587 deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d005011m.do.pdf?sfvrsn=193ea896_0SS1020000
of bridge components. Theskidresistance of open steel grid decking on the detour bridge may decrease, No. 415 or 414 as specified in the plans. Ensure that temporary concrete barrier wall for use on bridge, . Maintaintrafficwithinthelimits of the project for the duration of the construction period, including any temporary, and temporary facilities, under all weather conditions. Keep the lanes reasonably free of dust, potholes, becomes necessary to divert traffic from any existing roadway or bridge, or wherever construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000.pdf?sfvrsn=dd67c17f_0SS1020000
of bridge components. Theskidresistance of open steel grid decking on the detour bridge may decrease, No. 415 or 414 as specified in the plans. Ensure that temporary concrete barrier wall for use on bridge, . Maintaintrafficwithinthelimits of the project for the duration of the construction period, including any temporary, and temporary facilities, under all weather conditions. Keep the lanes reasonably free of dust, potholes, becomes necessary to divert traffic from any existing roadway or bridge, or wherever construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000f4f1a13498ef4296b3fb2f5498901ec9.pdf?sfvrsn=4f3a0087_01020100.impl
, 415 or 414. Temporary barrier used on bridge and retaining wall sections must comply with Design, No. 414. Temporary steel barrier may be used as an alternative to Design Standards, Index No. 414. Temporary steel barrier shall meet the NCHRP Report 350 or MASH TL-3 criteria and be listed on the APL, the portable temporary lane separator with a removable anchor bolt. Use epoxy on bridge decks where, for the duration of the construction period, including any temporary suspensions of the work. Construct
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/1020100.impl.pdf?sfvrsn=e7f4a52a_0E4W47
REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 1,002.000 0425- 1-541 INLETS, DT BOT, TYPE D, , No: N/A Total Roadway Length: 4.219 Miles Contract Days: 413 Total Bridge Length: 0.000 Miles, for this project. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2023-24 (SECTION, (43999935201) LS 1.000 0102- 3- COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE CY 86.300, - PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 1,708.000 0104- 10- 3 SEDIMENT BARRIER LF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/mar01/e4w47.pdf?sfvrsn=ba9d2051_1102WZCD 2024-25
unless noted otherwise in the Standard Plans. Proprietary temporary concrete, steel, or water, the portable temporary lane separator with a removable anchor bolt. Use epoxy on bridge decks where, for initiating, installing, and maintaining all temporary traffic control devices as described, direction of all temporary traffic control on the project. 2.Is on site during all set up and take, operations ensuring proper temporary traffic control. 4.Immediately corrects all safety deficiencies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/102wzcd-2024-25.pdf?sfvrsn=128601cf_1102WZCD 2025-26
. Proprietary temporary concrete, steel, or water filled barrier used must be listed on the APL, for initiating, installing, and maintaining all temporary traffic control devices as described, direction of all temporary traffic control on the project. 2.Is on site during all set up and take, operations ensuring proper temporary traffic control. 4.Immediately corrects all safety deficiencies, of an emergency situation and is prepared to respond to maintain temporary traffic control or to provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/102wzcd-2025-26.pdf?sfvrsn=6140fe32_12025FDM215RoadsideSafety
on bridges where no drop-off is present. Transitions from Low Profile Barrier to other temporary barriers, . Anchored (bolted) temporary barriers are not permitted on bridge superstructures that contain post, or APL for the specific type of temporary barrier (i.e. temporary concrete, steel, or water, . Anchored (bolted) temporary crash cushions are not permitted on bridge superstructures that contain, . When determining minimum lateral offset for bridge piers and abutments, coordinate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm215roadsidesafety.pdf?sfvrsn=da6d8549_32025FDM215RoadsideSafety
Barrier on bridges and other concrete barrier systems on the adjoining roadway. Proprietary steel, some systems. Anchored (bolted) temporary barriers are not permitted on bridge superstructures, of temporary barrier (i.e. temporary concrete, steel, or water filled); or, (3) Flaring outside, are not permitted. Anchored (bolted) temporary crash cushions are not permitted on bridge superstructures, or adjacent bridges are exempt from the bridge traffic railing setback requirements of Table
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm215roadsidesafety.pdf?sfvrsn=f3a40d5_1DEV102-990WZCD (eff 7-1-25 thru 12-31-25)
unless noted otherwise in the Standard Plans. Proprietary temporary concrete, steel, or water, temporary lane separator with a removable anchor bolt. Use epoxy on bridge decks where anchoring, , and maintaining all temporary traffic control devices as described in this Section and the Contract, in Section 105. The WTS is to perform the following duties: 1.On site direction of all temporary, temporary traffic control. 4.Immediately corrects all safety deficiencies and corrects minor deficiencies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev102-990wzcd-(eff-7-1-25-thru-12-31-25).pdf?sfvrsn=afd62e0_12025FDM907RFPConceptPlans
and area size Bridges and bridge culverts with begin & end stations Flood Data Summary (if applicable, and detention ponds, pond number and area size Bridges and bridge culverts with begin & end stations Flood, ) Control drawings for critical temporary walls Bridge Hydraulics Recommendation Sheet Report of core, names and R/W lines Begin & end of project stations Begin & end of bridges stations Drainage areas, and exceptions Curve data Existing R/W lines Begin & end project stations Begin & end bridge stations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm907rfpconceptplans.pdf?sfvrsn=df1699d3_1Structural Materials_Makeup Session 01-21-2025
Inspection Progra m 74 • Steel Bridges • Cantilever Signs • Tr u s s e s • Gantries • 75, in]) Ex. Use of Flowing and SCC Concrete I-395 Signature Bridge in Miami (District 6) Flowing, Fiber reinforced concrete bridge decks, to be used with precast deck slabs. David Cerlanek, Approach Slab Replacement UHPC – District 6 – Bridge Rehabilitation Project in Miami Mass Concrete, of the bridges. – Utilize the SMO lab facilities to test new technologies. WHAT IS CORROSION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/structural-materials_makeup-session-01-21-2025.pdf?sfvrsn=dde6207c_1TP-06-21-24BSN
Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 930447) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 930565) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 931004) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 934971) LS 1.000 0400- 0- 11 CONCRETE, 121.200 0400-148- PLAIN NEOPRENE BEARING PADS CF 78.000 0415- 1- 4 REINFORCING STEEL - BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jun21/tp-06-21-24bsn.pdf?sfvrsn=df924bb0_1Standard Plans - FY 2018-19 Errata
06/18/2018 Temporary Barrier Corrected Note 7 102-600 3,6 of 12 07/24/2019 General Information, The "1/2" Galvanized Steel Plate" callout has been changed to "1/4" Galvanized Steel Plate" to correct, and Connections for Existing Bridges Corrected Sheet Number References. 546-010 1 of 3 06/14/2018, for Bridge Construction 521-426 4 of 4 01/01/2018 Traffic Railing - (Median 36" Single-Slope) Corrected fA & fB angles in CONVENTIONAL REINFORCING STEEL BENDING DIAGRAMS
https://www.fdot.gov/design/standardplans/2019/Errata.shtm2024FDM907RFPConceptPlans
along proposed ditches Retention and detention ponds, pond number and area size Bridges and bridge, for critical temporary walls. Bridge Hydraulics Recommendation Sheet Report of core borings. Proposed, /W lines Begin & end stations for the project Begin & end bridge stations Proposed drainage, & end stations for the project Begin & end bridge stations Highwater elevation Final profile grades, & end of project stations Begin & end of bridges stations Drainage areas and flow directions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm907rfpconceptplans.pdf?sfvrsn=ff772dd6_1E4X08-R0
(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000, FOR ROAD AND BRIDGE CONSTRUCTION FY2023-24 (SECTION 7-13) FOR INSURANCE LIMITS. Call Order: 003, - 14- TRAFFIC CONTROL OFFICER HR 40.000 0102- 60- WORK ZONE SIGN ED 100.000 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 100.000 0102- 71- 23 TEMPORARY BARRIER, RELOCATE, LOW, 100.000 0102- 76- ARROW BOARD / ADVANCE WARNING ARROW PANEL ED 25.000 0102- 89- 1 TEMPORARY CRASH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/dec01/e4x08-r0.pdf?sfvrsn=7b9aa1f7_1