1272 search results for temporary steel bridge
4520402-722impl
PRECAST SEGMENTAL BRIDGE CONSTRUCTION (REV 11-10-21) (FA 1-19-22) (7-22) SUBARTICLE 452-4.2 is deleted and the following substituted: 452-4.2 Information Required: Submit integrated detailed, including concrete, reinforcing steel, prestressing steel, duct 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/4520402-722impl.pdf?sfvrsn=c4e26e80_29-Construction academy Randell 2025
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, AND STRUCTURAL STEEL COATING ISSUES CONTAINMENT CPAM 10.6 Underwater Bridge Construction Inspection, • Complex or Category II Bridge issues: • Steel • Segmental • Movable • Post-tensioned, applicable to steel incorporated in the finished work, not the temporary condition • Not just
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/9-construction-academy-randell-2025.pdf?sfvrsn=160d8cf5_11100000.impl
. 110-6 Removal of Existing Bridges. 110-6.1 General: The work under this Article includes bridges, as defined in Article 1-3. Remove and dispose of the materials from existing bridges. Remove 1. those bridges and approach slabs, or portions of bridges, shown in the Plans to be removed, 2. those bridges and approach slabs, or portions of bridges, found within the limits of the area to be cleared and grubbed, and directed by the Engineer to be removed, 3. those bridges and approach slabs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/1100000.impl.pdf?sfvrsn=1173854e_01100201-722impl
for use in temporary bridges, 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, so as to leave no obstructions to any proposed new bridge or to any waterways. Pull, cut off
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/1100201-722impl.pdf?sfvrsn=8d415359_21020602.origind
or replacement of bridge components. The skid resistance of open steel grid decking on the detour, Department owned temporary bridging. Summary of the changes: Added requirement for Contractor to attend a 1-day training session prior to release of Department owned temporary bridging. Are these changes, temporary bridging. Please share this proposal with others within your responsibility. Review comments, for Transportation Facilities. When the Plans call for the Department to furnish detour bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/1020602.origind.pdf?sfvrsn=56d30148_0E1W90
0400- 4- 5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 202.800 0401- 70- 4 RESTORE SPALLED AREAS, PORTLAND CEMENT GROUT CF 34.900 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 58,200.000 0455, COUNTY - BRIDGE-REPAIR/REHABILITATION Limits: 03010000 Project(s): 43504315201(*) Federal Aid No: N/A Total Roadway Length: 0.048 Miles Contract Days: 240 Total Bridge Length: 0.048 Miles Letting Date, countermeasure at Bridge Nos. 030039, 030068 and 030071 in Collier County. Page 7 Bid Solicitation Notice
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jan16/e1w90.pdf?sfvrsn=87e8f633_1E21B3BidTabs
this Contract consist of rehabilitation of various pedestrian bridges including temporary traffic signals, lighting, sidewalks, bridges – cleaning and painting, heat straightening, deck replacement, replace, $2,533,814.55 100.00% Responsive Winning bid 2 SOUTHERN ROAD & BRIDGE, LLC $3,285,983.15 129.69, INCORPORATED (2) SOUTHERN ROAD & BRIDGE, LLC (3) M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC, Alternate Ext Amount Ext Amount (1) SEACOAST INCORPORATED (2) SOUTHERN ROAD & BRIDGE, LLC (3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2024/jun05/e21b3bidtabs.pdf?sfvrsn=85e3511b_12013eBook
FLORIDA DEPARTMENT OF TRANSPORTATION Standard Specifications for Road and Bridge, and Bridge Construction, 2013, are hereby approved for application on highway and related construction, ........................................................................................ 106 103 Temporary Work Structures, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 370 Bridge Approach Expansion, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 414 415 Reinforcing Steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/ebook/2013ebook.pdf?sfvrsn=4aa23597_01020100-723impl
of bridge components. The skid resistance of open steel grid decking on the detour bridge may, Plans. Proprietary temporary concrete, steel, or water filled barrier used must be listed on the APL, for the duration of the construction period, including any temporary suspensions of the work, in the Temporary Traffic Control Plans. MOT includes all facilities, devices and operations, Marking Materials* ............................ …Section 971 Temporary Raised Pavement Markers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/1020100-723impl.pdf?sfvrsn=ffb5df33_2SS1020000
components. The skid resistance of open steel grid decking on the detour bridge may decrease gradually, as specified in the Plans. Ensure that temporary concrete barrier wall for use on bridge and wall sections, temporary suspensions of the work. Construct and maintain detours. Provide facilities for access, : Bituminous Adhesive..........................................Section 970 Temporary Retroreflective, Spheres ......................................................Section 971 Temporary Traffic Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/ss1020000.pdf?sfvrsn=ec539286_00050000.origind
but not limited to: (a)Bridgecomponents not fully detailed in the Plans, i.e. segments, steel girder, Specifications for Bridge Temporary Works, the AASHTO Construction Handbook for Bridge Temporary, Specifications for Bridge Temporary Works and the AASHTO Construction Handbook for Bridge Temporary Works, . 5-1.4.7Other Requirements for Shop Drawings for Bridges: 5-1.4.7.1ShopDrawings for Structural Steel, portion of the project work. The type of work includes both permanent and temporary works
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0050000.origind.pdf?sfvrsn=5411713d_0doingbusinesswithfdot 8.4.25
Design - Steel • 4.2.3 - Major Bridge Design - Segmental • 4.3.1 - Complex Bridge Design - Concrete • 4.3.2 - Complex Bridge Design - Steel • 4.4 - Movable Span Bridge Design Group 5 - Bridge, Structures CEI • 10.5.1 - Major Bridge CEI - Concrete • 10.5.2 - Major Bridge CEI - Steel, Bridge CEI - Steel • 10.7 - Movable Span Bridge CEI Group 11 - Engineering Contract Administration, services, temporary staffing services MyFlorida Market Place advertisements No prequalification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/presentations/doingbusinesswithfdot-8-4-25.pdf?sfvrsn=39434c19_1DoingBusinessWithFDOT
Design - Steel • 4.2.3 - Major Bridge Design - Segmental • 4.3.1 - Complex Bridge Design - Concrete • 4.3.2 - Complex Bridge Design - Steel • 4.4 - Movable Span Bridge Design Group 5 - Bridge, Structures CEI • 10.5.1 - Major Bridge CEI - Concrete • 10.5.2 - Major Bridge CEI - Steel, Bridge CEI - Steel • 10.7 - Movable Span Bridge CEI Group 11 - Engineering Contract Administration, services, temporary staffing services MyFlorida Market Place advertisements No prequalification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/presentations/doingbusinesswithfdot.pdf?sfvrsn=90caafe1_102024FDM262RetWalls
. On bridge projects, discuss the use of, and selected type of, critical temporary walls in the BDR, temporary walls are either proprietary MSE walls or steel sheet pile walls. Concrete sheet piles, Data Tables. Submit the final design details in the shop drawings. If critical temporary steel, there are no bridges, the roadway EOR must adjust the procedure as required for the roadway project, on the APL (C-I-P wall systems, permanent concrete and steel sheet pile walls, soldier pile walls, non
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm262retwalls.pdf?sfvrsn=78db9063_12024FDM262RetWalls
. On bridge projects, discuss the use of, and selected type of, critical temporary walls in the BDR, temporary walls are either proprietary MSE walls or steel sheet pile walls. Concrete sheet piles, temporary steel sheet pile walls are used, complete the associated Data Table and include it, there are no bridges, the roadway EOR must adjust the procedure as required for the roadway project, on the APL (C-I-P wall systems, permanent concrete and steel sheet pile walls, soldier pile walls, non
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm262retwalls.pdf?sfvrsn=98bdcf73_12025FDM262RetWalls
. On bridge projects, discuss the use of and the selected type of critical temporary walls, temporary walls are either proprietary MSE walls or steel sheet pile walls. Concrete sheet piles, System Data Tables. Submit the final design details in the shop drawings. If critical temporary steel, there are no bridges, the roadway EOR must adjust the procedure as required for the roadway project, on the APL (C-I-P wall systems, permanent concrete and steel sheet pile walls, soldier pile walls
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm262retwalls.pdf?sfvrsn=7653c2e4_32025FDM262RetWalls
the limits shown in SDM , Chapter 19 will require the design of a critical temporary wall. On bridge, plans submittal procedure. For projects where there are no bridges, the roadway EOR must adjust, systems, permanent concrete and steel sheet pile walls, soldier pile walls, non- proprietary precast, reinforcement provides resistance for the proposed configuration. For wall projects without bridges, steel), maximum bearing pressure for each wall height, and soil reinforcement length for each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm262retwalls.pdf?sfvrsn=8ed5aafe_12026FDM262RetWalls
will require the design of a critical temporary wall. On bridge projects, discuss the use of and the selected, 7 Typically, critical temporary walls are either proprietary MSE walls or steel sheet pile walls, details in the shop drawings. If critical temporary steel sheet pile walls are used, complete, submittal procedure. For projects where there are no bridges, the r oadway EOR must adjust the procedure, , permanent concrete and steel sheet pile walls, soldier pile walls, non-proprietary precast wall systems
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm262retwalls.pdf?sfvrsn=50de5196_5E50F0
- 9 REINFORCING STEEL- APPROACH SLABS LB 456.000 0458- 1- 21 BRIDGE DECK EXPANSION JOINT, (*) Federal Aid No:N/A Total Roadway Length: Contract Days: 150 Total Bridge Length: Letting Date: 01/04/24, of bridge deck epoxy overlay, header repair, and join rehabilitation of SR 25 (US 27) over US 192 (Bridge Nos. 110036 & 110940) in Lake County and SR 471 over the Little Withlacoochee River (Bridge, Description Unit Quantity Section 0001 Structures 0403- 1-100 EPOXY CONCRETE OVERLAY FOR CONCRETE BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jan04/e50f0.pdf?sfvrsn=69982565_1Standard Plans - FY 2018-19 NEW
of Traffic 102-200 Temporary Acrow 300 Series Detour Bridge General Notes and Details 21600 SPI 102-220 Temporary Detour Bridge - Timber Pile Foundations 21610 102-220 Temporary Detour Bridge - Steel H Pile Foundations 21620 102-230 Temporary Detour Bridge - Steel Pile Pipe Foundations 21630 102-240 Temporary Detour Bridge Thrie - Beam, 822 SPI 515-051 Bridge Pedestrian/Bicycle Railing (Steel) 851 SPI
https://www.fdot.gov/design/standardplans/2019/default.shtm