1272 search results for temporary steel bridge
Dev475
bridge expansion joint elements including backing bars, steel extrusions, flexible membranes, VALUE ADDED BRIDGE COMPONENTS. (REV 3-18-15) The following new Section is added after Section 471. SECTION 475 VALUE ADDED BRIDGE COMPONENTS 475-1 Description. Construct Value Added Bridge, for bridge components shall continue thereafter to be the responsibility of the Responsible Party, of Value Added Bridge Components: The following is a definition of the bridge components for which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/dev475.docx?sfvrsn=978aa692_6700-012RedLines
Sign Centroid Bridge Deck (See General Note 6) (See General Note 7) Traffic Railing 0" (Min.) End Plate Schedule 40 Steel Pipe) Support Post (5" NPS Aluminum Pipe) Schedule 40 Sign Post (5, and parapets are similar. miscellaneous structures are similar. 6. Bridge deck shown. Approach slabs, with the top of the traffic railing 5. Removal of Temporary Signs on Permanent Traffic Railings: Permanent except Field testing of anchors is not required D. Temporary Signs on Permanent Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/errata/700-012redlines.pdf?sfvrsn=4a2e7f48_1700-012RedLines
Sign Centroid Bridge Deck (See General Note 6) (See General Note 7) Traffic Railing 0" (Min.) End Plate Schedule 40 Steel Pipe) Support Post (5" NPS Aluminum Pipe) Schedule 40 Sign Post (5, and parapets are similar. miscellaneous structures are similar. 6. Bridge deck shown. Approach slabs, with the top of the traffic railing 5. Removal of Temporary Signs on Permanent Traffic Railings: Permanent except Field testing of anchors is not required D. Temporary Signs on Permanent Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/700-012redlines.pdf?sfvrsn=a0176c8a_11050803.FHWA
the certification requirements set forth in the latest version of AASHTO/NSBA Steel Bridge Collaboration S 4.1, Steel Bridge Fabrication QC/QA Guide Specification, including the years of experience required, ) SUBARTICLES 105-8.3 thru 105-8.11 are deleted and replaced with the following: 105-8.3 Worksite Temporary, obtain training and certification in accordance with the Department’s Temporary Traffic Control, of miscellaneous or temporary asphalt), keep a qualified CTQP Asphalt Paving Level II Technician
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/1050803.fhwa.pdf?sfvrsn=8f408c22_04580100ind
/NSBA Steel Bridge Collaboration “Guideline for Shop Detail Drawing Presentation”. The following, : 932, 962 Summary: The primary purpose of this specification change is to establish sidewalk steel, for galvanized steel sidewalk cover plates. What impact does the change have on production, and Workbook are effective July 1st every year. BRIDGE DECK JOINTS (REV 6-24-25) SECTION 458 is deleted and the following substituted: 458-1 Description. Furnish and install bridge deck joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4580100ind.pdf?sfvrsn=449ee3a7_14300201.comm
Bridge Construction Specifications, paragraph 25.6.7.1 was revised to require that steel-ribbed, by virtue of the PE being required to stabilize the much stronger steel reinforcement contained within, resin requirements than the basic AASHTO standard? Response: 7. The steel design strength of 80 ksi, design. The general threshold for steel fatigue is 24 ksi. When designing with 33 ksi steel, steel- reinforced thermoplastic pipe on the condition that it meets AASHTO MP 20 and ASTM F2562
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4300201.comm.pdf?sfvrsn=60cc20d3_0E8V47
/BRIDGES (44411115201 BRIDGE ID 870170) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870171) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870172) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870180) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870381) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870382) LS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/febru/e8v477ae26e243bfc4fd18b89a98f5767ffbe.pdf?sfvrsn=e81e214b_1TP-11-08-24BSN
(43619415201 BRIDGE 924229) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920611) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920612) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920613) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 924219) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 924230) LS 1.000 0110- 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/nov08/tp-11-08-24bsn.pdf?sfvrsn=82bfd70f_1Historical Item Averages Market Area 04
44,744.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 4 $63.63 $2,440,333.95 38,353.000 CY N SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 0102 2400 1 $625,000.00 $1,250,000.00 2.000 EA N SPECIAL DETOUR- TEMPORARY BRIDGE 0102 3 1 $99.00 $8,573.40 86.600 CY N COMMERCIAL MATERIAL FOR TEMPORARY, OR METHACRYLATES 0415 1 4 3 $2.05 $448,007.75 218,410.000 LB N REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 0415 1 5 4 $2.92 $175,769.50 60,145.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0415 1 9 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-04.pdf?sfvrsn=aed33433_2E3X19
PADS CF 9.400 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 44,838.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 17,496.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB, No: N/A Total Roadway Length: 0.532 Miles Contract Days: 700 Total Bridge Length: 0.016 Miles, culvert at Dry Branch Creek will be replaced with a new bridge, Bridge No. 464172, within the project, - VIBRATION MONITORING (21791095201) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/e3x19.pdf?sfvrsn=1fb19577_11050050SS
of AASHTO/NSBA Steel Bridge Collaboration S 4.1, Steel Bridge Fabrication QC/QA Guide Specification, on major bridge projects are qualified CTQP Concrete Field Technicians Level II. A Level II Technician, results. 105-5.8 Supervisory Personnel - Bridge Structures: 105-5.8.1 G e n e r a l : P r o v i d e s u, : Ensure the Project Engineer is a registered professional engineer with five years of bridge, : Ensure the Project Superintendent/Manager has a minimum of ten years of bridge construction experience
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1050050ss037313d9d8984d2c91e4ea893eedc89d.pdf?sfvrsn=ab24a4f8_01050050SS
of AASHTO/NSBA Steel Bridge Collaboration S 4.1, Steel Bridge Fabrication QC/QA Guide Specification, on major bridge projects are qualified CTQP Concrete Field Technicians Level II. A Level II Technician, results. 105-5.8 Supervisory Personnel - Bridge Structures: 105-5.8.1 G e n e r a l : P r o v i d e s u, : Ensure the Project Engineer is a registered professional engineer with five years of bridge, : Ensure the Project Superintendent/Manager has a minimum of ten years of bridge construction experience
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1050050ss.pdf?sfvrsn=211ed985_02026FDM215RoadsideSafety
for permissible attachments to barriers. When determining minimum lateral offset for bridge piers, See FDM 215.3 Bridge Piers and Abutments (See FDM 215.4.5.4 for Pier Protection criteria, on wood or steel posts are detailed in Standard Plans, Index 536-001. W-Beam guardrail may also, for structural applications (e.g., bridges, noise walls, wall copings). Align Rigid Barrier, 50 (2) Traffic Railings (bridges, noise walls, and wall copings): (a) Bridges – Standard Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm215roadsidesafety.pdf?sfvrsn=bf137917_22E1X71BidTabs
$4,311,094.00 100.00% Responsive Winning bid 2 SOUTHERN ROAD & BRIDGE, LLC $6,120,337.00 141.97, of Bridge Repair/Rehabilitation along SR 758 Over Sarasota Bay Bridge # 170061 in Sarasota County, Description Alternate Ext Amount Ext Amount (1) SEACOAST INCORPORATED (2) SOUTHERN ROAD & BRIDGE, 850.00000 127,245.00 0010 0403 1100 EPOXY CONCRETE OVERLAY FOR CONCRETE BRIDGE DECKS 14.000 SY 2,500.00000 35,000.00 850.00000 11,900.00 0015 0403 2100 RESTORE SPALLED AREAS FOR CONCRETE BRIDGE DECKS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/aug21/e1x71bidtabs.pdf?sfvrsn=f537bf24_1D1020000.do
or replacement of bridge components. The skid resistance of open steel grid decking on the detour, , including any temporary suspensions of the work. Construct and maintain detours. Provide facilities, ..............................................971-18 102-2.1 Temporary Traffic Control Devices: Use only the materials meeting, on detours and temporary facilities, under all weather conditions. Keep the lanes reasonably free, roadway or bridge, or wherever construction operations block the flow of traffic. 102-6.2 Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do.pdf?sfvrsn=76f7cf38_0D1020000.do
or replacement of bridge components. The skid resistance of open steel grid decking on the detour, , including any temporary suspensions of the work. Construct and maintain detours. Provide facilities, ..............................................971-18 102-2.1 Temporary Traffic Control Devices: Use only the materials meeting, on detours and temporary facilities, under all weather conditions. Keep the lanes reasonably free, roadway or bridge, or wherever construction operations block the flow of traffic. 102-6.2 Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do31460b78ec034d929d258a2f4de22b23.pdf?sfvrsn=4b35d78e_02024FDM215RoadsideSafety
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, Plans or APL for the specific type of temporary barrier (i.e. Temporary Concrete, Steel, or Water, (bolted) temporary crash cushions are not permitted on bridge superstructures that contain post, 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/review/2024fdm215roadsidesafety.pdf?sfvrsn=c01e585b_12024FDM215RoadsideSafety
for details on transitioning between the Type K Temporary Concrete Barrier on bridges and other concrete, Plans or APL for the specific type of temporary barrier (i.e. Temporary Concrete, Steel, or Water, railings on separated parallel or adjacent bridges are exempt from the bridge traffic railing, for bridge piers and abutments, coordinate with vertical clearance requirements found in FDM, Hazards See FDM 215.3 Bridge Piers and Abutments (See FDM 215.4.5.4 for Pier Protection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm215roadsidesafety.pdf?sfvrsn=66e0f4a3_21020000SS
or replacement of bridge components. Theskidresistance of open steel grid decking on the detour bridge may, . Maintaintrafficwithinthelimits of the project for the duration of the construction period, including any temporary, .............................990-6 102-2.1 Temporary Traffic Control Devices: Use only the materials meeting the requirements, and temporary facilities, under all weather conditions. Keep the lanes reasonably free of dust, potholes, existing roadway or bridge, or wherever construction operations block the flow of traffic. 102-6.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1020000ss9319b129565d4f0391b3c369ecbd844e.pdf?sfvrsn=f130e7ea_02025_Construction Academy_Structural Materials_03-25-2025
• Steel Bridges • Cantilever Signs • Trusses • Gantries • 75 Facilities (14 in Florida, , Anchor Rods, Bridge Bearing Materials, and Miscellaneous Metal Items Structural Steel, Concrete I-395 Signature Bridge in Miami (District 6) Flowing Concrete (MM 8.6), SCC (MM 8.4, bridge decks, to be used with precast deck slabs. David Cerlanek Dev346FRC Ultra-High, UHPC – District 6 – Bridge Rehabilitation Project in Miami Mass Con c r ete Jamie Greene, P.E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/2025_construction-academy_structural-materials_03-25-2025.pdf?sfvrsn=b541517e_1