1272 search results for temporary steel bridge
2024FDM240TMP
the vertical steel reinforcing bars, of the Type K Barrier Unit. (i) Temporary lighting must only, for the erection of segmental bridges constructed in balanced cantilever, steel plate girders, and steel box, if temporary structures must be shielded. 240.2.2.18 Temporary ACROW Bridge When using a temporary, temporary bridges require a project-specific foundation design. Coordinate with the State Maintenance, Standard Specifications for Road and Bridge Construction ( Standard Specifications ) (6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm240tmp.pdf?sfvrsn=a27f8765_24-2023 Construction Academy - Structures
& Asbestos Removal, Handling and Disposal and Structural Steel Coating Issues • 10.6 – Underwater Bridge Construction Inspection • 10.7 – Post-tensioned Bridges • 10.9 – Structural Steel & Miscellaneous Metal Components • 10.10 – Bridge Construction Issues that Must Involve State, • Complex or Category II Bridge issues: • Steel • Segmental • Movable • Po s t-tensioned, ed Bridges CPA M 10.3 Concrete Construction CPA M 10.3 Concrete Construction • Crack
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/4-2023-construction-academy---structures.pdf?sfvrsn=90eb1f84_14000404.origind
to all Department jobs? Applicable to all bridge projects with cast- in-place concrete decks on steel I, is expanded by the following new Subarticle: 400-4.4 Bridge Deck Overhang Falsework for Steel I, specification language does not address the issue of screed rails supported by bridge deck overhang falsework on steel I-girders during deck placement. The deck overhang falsework, which bears against steel I-girders webs during deck placement, supports the overhang formwork, wet deck concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/4000404.origind.pdf?sfvrsn=3722fee3_01020100-723FHWA2
for repacking, repairs or replacement of bridge components. The skid resistance of open steel grid, temporary concrete, steel, or water filled barrier used must be listed on the APL. The maximum, Temporary Traffic Control Device Materials. Please review and transmit your comments, if any, within, , including any temporary suspensions of the work. Construct and maintain detours. Provide facilities, for safe and expeditious movement of traffic specified in the Temporary Traffic Control Plans. MOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/1020100-723fhwa2.pdf?sfvrsn=1759a383_2E21O3
CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 141.300 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE, AT HATCHET CREEK BRIDGE #260033 Limits: 26130000 Project(s): 20776125201(*) Federal Aid No: N/A Total Roadway Length: 2.018 Miles Contract Days: 250 Total Bridge Length: 0.038 Miles Letting Date: 04/16/25, advertisement Description: (SR 26 at Hatchet Creek Bridge #260033) The Improvements under this Contract consist of bridge work including installing crutch bents on prestressed concrete piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/e21o3.pdf?sfvrsn=8daaf2ce_1E1W79
of bridge rehabilitation and repair, including methacrylate deck sealing, concrete spall repair, signing and pavement marking, structural steel repair, steel and bridge painting on SR 70 over Kissimmee, STRUCTURAL STEEL (44023015201 Bridge No. 910001) LS 1.000 Section 0002 Roadway 0101- 1, - BRIDGE-REPAIR/REHABILITATION Limits: 91070000 Project(s): 44023015201(*) Federal Aid No: N/A Total Roadway Length: 0.103 Miles Contract Days: 140 Total Bridge Length: 0.102 Miles Letting Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/sep19/e1w79.pdf?sfvrsn=ded75a44_1Design Standards Revisions 2014
Guardrail Transitions and Connections for Existing Bridges N/A N/A N/A RDB14-05 403 1 of 3 Guardrail Transitions for Existing Bridge Traffic Railing Retrofits N/A N/A N/A 404 6-7 of 8 Guardrail Transitions-Existing Post & Beam Bridge Railings (Narrow & Recessed Curbs) N/A N/A N/A 410 2 of 27 Concrete Barrier Wall N/A N/A N/A 414 4 of 15 Type K Temporary Concrete Barrier System N/A N/A N/A RDB14-06 415 1 of 7 Temporary Concrete Barrier N/A N/A N/A 420
https://www.fdot.gov/roadway/ds/14/rev.shtmFDOTOBMREVISED-8-27-2025-B
FDOTConnect for OpenBridge Modeler Bridge Design 3D Modeling & Plans https://www.fdot.gov/c, of Florida Department of Transportation FDOTConnect for OpenBridge Modeler Bridge Design 3D Modeling, i n g : I n t r o d u c t i o n t o M o d e l - C e n t r i c Workflows Bridge Design & Modeling Description The training course details 3D bridge modeling workflow using Bentley product, out a 3D bridge model, following up with plan development and quantity reports, and concluding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/obm/fdotobmrevised-8-27-2025-b.pdf?sfvrsn=6d7874e6_1OBM1012-BridgeDesign3DModelingPlans
FDOTConnect for OpenBridge Modeler Bridge Design 3D Modeling & Plans https://www.fdot.gov/c, of Florida Department of Transportation FDOTConnect for OpenBridge Modeler Bridge Design 3D Modeling, i n g : I n t r o d u c t i o n t o M o d e l - C e n t r i c Workflows Bridge Design & Modeling Description The training course details 3D bridge modeling workflow using Bentley product, out a 3D bridge model, following up with plan development and quantity reports, and concluding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/obm/obm1012-bridgedesign3dmodelingplans_35c5c0c4-4982-4420-ba8e-d9530f57759a.pdf?sfvrsn=8d1f164e_3SS4580000
458 BRIDGE DECK JOINTS. (REV 6-17-11) (FA 6-21-11) (1-12) SECTION 458 (Pages 591 – 595) is deleted and the following substituted: SECTION 458 BRIDGE DECK JOINTS 458-1 Description. Furnish and install bridge deck joints of the types and at the locations shown in the plans. This Section, the expansion joint system shall include installation details and temporary or sacrificial support, . Furnish joint systems consisting of watertight steel edge rails, elastomeric strip seals, sidewalk
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4580000.pdf?sfvrsn=dbe4abfb_01020000.impl
. The skid resistance of open steel grid decking on the detour bridge may decrease gradually after opening, within the limits of the project for the duration of the construction period, including any temporary, ..........................................Section 970 Temporary Retroreflective Pavement Markers…Section 990 Paint, 971 Temporary Traffic Control Device Materials .....Section 990 Retroreflective and Nonreflective Sheeting for Temporary Traffic Control Devices ..............Section 994 102-2.1 Temporary Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1020000.impl.pdf?sfvrsn=9096f894_01020602.FHWA
or replacement of bridge components. The skid resistance of open steel grid decking on the detour, for repacking, repairs or replacement of bridge components. The skid resistance of open steel grid, of Department-owned temporary bridging. Please review and transmit your comments, if any, within, for Transportation Facilities. When the Plans call for the Department to furnish detour bridge components, -owned temporary bridging, to attend a mandatory one-day training session to be conducted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/1020602.fhwa.pdf?sfvrsn=98fe2875_0E3Y01
SEALER OR METHACRYLATES SF 1,201.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 49.000 0458, Letting: 03250710 Call Order: 001 Proposal: E3Y01 District:03 Counties: WASHINGTON Road Name: - BRIDGE, Roadway Length: 0.511 Miles Contract Days: 120 Total Bridge Length: 0.034 Miles Letting Date: 07/10/25, approach slab and traffic railing on the east end of the bridge, and minor roadway reconstruction, to the new approach slab on SR 8 (I-10) over CR 279 Pate Pond Road Bridge No. 610050 in Washington
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jul10/e3y01.pdf?sfvrsn=aedb7292_1E8U45
(43546115201 BRIDGE 860490) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE 860491) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE, 0400-148- PLAIN NEOPRENE BEARING PADS CF 10.800 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 134,788.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 80,559.000 0415- 1- 9, EXPANSION JOINT CF 132.800 0460- 2- 1 STRUCT STEEL, CARBON (43546115201 BRIDGE ID 860492) LS 1.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr09/e8u45.pdf?sfvrsn=c69645e9_1E8U45
(43546115201 BRIDGE 860490) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE 860491) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE, 0400-148- PLAIN NEOPRENE BEARING PADS CF 10.800 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 134,788.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 80,559.000 0415- 1- 9, EXPANSION JOINT CF 182.700 0460- 2- 1 STRUCT STEEL, CARBON (43546115201 BRIDGE ID 860492) LS 1.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr16/e8u45325b695f-06a7-4783-811a-8c2422405caf.pdf?sfvrsn=e79268a2_1102-230
: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL, : REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL, DETOUR BRIDGE DETAILS STEEL PIPE PILE FOUNDATIONS 01/01/16 2 3 102-230 " Ɓ Ƅ " R 4 " 3 Ɓ ƀ, " ± 2 ' - 4 " 1 ' - 2 " 1 1 " ± (Stiffener Plate) 4" x 1'-10" x Ƌ" ℅ Steel Pile Cap 2'-2" Ø x ƀ" x 5'-0" � 24" Ø Pipe Pile & Stiffeners � Steel Pile Cap Assembly, ƀ" ℅ (Steel Pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-230.pdf?sfvrsn=22851e5_1102-230
: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL, : REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TEMPORARY DETOUR BRIDGE DETAILS STEEL PIPE, BRIDGE DETAILS STEEL PIPE PILE FOUNDATIONS 01/01/16 2 3 102-230 " Ɓ Ƅ " R 4 " 3 Ɓ ƀ " 1, ' - 4 " 1 ' - 2 " 1 1 " ± (Stiffener Plate) 4" x 1'-10" x Ƌ" ℅ Steel Pile Cap 2'-2" Ø x ƀ" x 5'-0" � 24" Ø Pipe Pile & Stiffeners � Steel Pile Cap Assembly, ƀ" ℅ (Steel Pile Cap
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-230.pdf?sfvrsn=83c924d6_12025FDM121BrProjDev
Design Manual 121 - Bridge Project Development The default condition for new steel bridges, ) Widenings for the structure types listed above (6) Prefabricated steel truss pedestrian bridges meeting, Design Specifications for existing steel bridges if any portion is retained. If the Fatigue II, span/depth ratios for steel superstructures are shown in AASHTO. The length of the bridge, (such as reinforcing steel based on weight per volume of concrete) may be sufficient. For major and complex bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm121brprojdev.pdf?sfvrsn=13967d03_32025FDM121BrProjDev
. The specific attributes of the bridge will be defined in the BDR. For bridges over water, a Location, of the fatigue limit state per the AASHTO LRFD Bridge Design Specifications for existing steel, . (10) Quantity estimates: For minor bridges, rough quantities (such as reinforcing steel based, ; however, ACI's Aesthetic Considerations for Concrete Bridges and TRB's Bridge Aesthetics Around, Project Development The default condition for new steel bridges is uncoated weathering steel where site
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm121brprojdev.pdf?sfvrsn=9cfb6f71_12026FDM121BrProjDev
121 - Bridge Project Development 18 The default condition for new steel bridges is uncoated, . The specific attributes of the bridge will be defined in the BDR. For bridges over water, steel bridges if any portion is retained. If the Fatigue II load combination for finite life applies, Bridges provides excellent guidance. In bridge aesthetics the designer is dealing with the basic, ) Bridges in urban areas in or adjacent to commercial and residential areas. (e) Multi-bridge projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm121brprojdev.pdf?sfvrsn=d2ce892a_5