1272 search results for temporary steel bridge
471-030
stainless steel wire rope with a minimum breaking strength WIRE ROPE: Provide wire rope meeting one, . Keep threads on Bolts, ASTM F593 Type 305. Furnish stainless steel Washers compatible with Bolts, Threaded Rods and Nuts under steel Nuts in accordance with ASTM F594 Type 316. Furnish stainless steel Screws in accordance with Type 316. Furnish stainless steel Threaded Bars in accordance, stainless steel Bolts in accordance with ASTM F593 construction until permanent Navigation Lights
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/471-030.pdf?sfvrsn=917b4d81_1471-030
IWRC Type 316 stainless steel wire rope with a minimum breaking strength WIRE ROPE: Provide wire rope, to 150 lb-ft. Keep threads on Bolts, ASTM F593 Type 305. Furnish stainless steel Washers compatible with Bolts, Threaded Rods and Nuts under steel Nuts in accordance with ASTM F594 Type 316. Furnish stainless steel Screws in accordance with Type 316. Furnish stainless steel Threaded Bars, : Furnish stainless steel Bolts in accordance with ASTM F593 construction until permanent Navigation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/471-030.pdf?sfvrsn=b3908b14_1E8V40BidTabs
OF EXISTING STRUCTURES/BRIDGES 43721115201 BRIDGE ID 870182 (310.000) SF (LS) 173,700.00000, STRUCTURES/BRIDGES 43721115201 BRIDGE ID 870395 (250.000) SF (LS) 170,250.00000 170,250.00 27,500.00000, 1,500,000.00000 1,500,000.00 0020 0110 3 REMOVAL OF EXISTING STRUCTURES/BRIDGES 43721115201 BRIDGE ID, 7.50000 18,037.50 0080 0415 1 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 91,465.000 LB 2.65000 242,382.25 2.20000 201,223.00 2.50000 228,662.50 0085 0415 1 5 REINFORCING STEEL- BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/mar28/e8v40bidtabs.pdf?sfvrsn=23a97e1_11050803.impl
/technicians meet 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, in accordance with the Department’s Temporary Traffic Control (Maintenance of Traffic) Training, i t h t h e e x c e ption of miscellaneous or temporary asphalt), keep a qualified CTQP Asphalt, inspectors responsible for the quality of concrete being placed on major bridge projects are qualified CTQP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1050803.impl.pdf?sfvrsn=75ced676_0Design Update Training - 2012
Green Structures Design Standards YouTube Steven Nolan Pedestrian Bridges Tom Andres Weathering Steel Bridges YouTube Gary Roufa Specifications and Estimates - Temporary Signals, Litter Removal
https://www.fdot.gov/roadway/training/webinar12/pres12.shtm1020100.origind
, Index Nos. 412, 415 or 414. Temporary concrete barrier wall used on bridge and retaining wall, as an alternate to barriers meeting the requirements of Design Standards, Index No. 414. Temporary steel barrier may be used as an alternative to Design Standards, Index No. 414. Temporary steel barrier shall, for the duration of the construction period, including any temporary suspensions of the work. Construct, or warning lights. ARTICLE 102-9 is deleted and the following substituted: 102-9 Temporary Traffic Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/1020100.origind.pdf?sfvrsn=c73f1365_0Structures Design Office - Programs Library - Files and Links
with AASHTO LRFD Bridge Design Specifications, FDOT Structures Manual and Guide Design Specifications for Bridge Temporary Works. Zip (Prime 9) Biaxial Column v3.1 05/31/2022 Zip, and Resources Bridge, Culvert & Wall Programs Program Release Date File Type Description Beam Stability v3.1 11/21/2023 Zip (Mathcad 15) Evaluates the construction stability and temporary bracing, walls in accordance with the AASHTO LRFD Bridge Design Specifications. 09/20/2024
https://www.fdot.gov/structures/proglib.shtmTP-01-28-25BSN
Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614385201 BRIDGE ID 930566) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614385201 BRIDGE ID 931018) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614385201 BRIDGE ID 934993) LS 1.000 0400- 2- 4 CONC, REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 927,133.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB, After consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan28/tp-01-28-25bsn.pdf?sfvrsn=cb8d363a_21100201-722FHWA
or are to be salvaged 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, in temporary bridges, avoid damage to such materials, and entirely remove all bolts, nails, etc. from, as to leave no obstructions to any proposed new bridge or to any waterways. Pull, cut off, or break off, as to leave no obstructions to any proposed new bridge or to any waterways. Pull, cut off, or break off
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/1100201-722fhwa.pdf?sfvrsn=2aae3c3d_2SS0050104
, refer to the AASHTO Guide Design Specifications for Bridge Temporary Works and Construction Handbook for Bridge Temporary Works. For Construction Affecting Public Safety, when temporary bracing, ) is deleted and the following substituted: 5-1.4.5.6 Beam and Girder Temporary Bracing: The Contractor, temporary loads, especially those eccentric to the vertical axis of the products, considering actual, . At a minimum, provide temporary bracing at each end of each beam or girder. Develop the required bracing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss0050104.pdf?sfvrsn=c06022fd_0SS0050104
, refer to the AASHTO Guide Design Specifications for Bridge Temporary Works and Construction Handbook for Bridge Temporary Works. For Construction Affecting Public Safety, when temporary bracing, ) is deleted and the following substituted: 5-1.4.5.6 Beam and Girder Temporary Bracing: The Contractor, temporary loads, especially those eccentric to the vertical axis of the products, considering actual, . At a minimum, provide temporary bracing at each end of each beam or girder. Develop the required bracing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss0050104.pdf?sfvrsn=b53ee1d5_0MANUEL (Manny) AGUIAR DRB RESUME v.012023
th Avenue interchange. The project includes ten new curve steel girder bridges, retaining walls, connections. Project improvements include 14 bridges, milling, asphalt, temporary and permanent retaining, the interchanges. Structures work include Turnpike bridge widenings over SW 8th Street and over West Flagler Street. New 135-foot bridge at Coral Way, spanning active Turnpike traffic, the Snapper Creek Canal, and SW 117th Avenue. New bridge constructed over the C-11 Canal including channel excavation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/manuel-(manny)-aguiar-drb-resume-v-012023.pdf?sfvrsn=f6c0c2fe_39621005ind
Specs: 458, 932 Summary: New section 962-10.5 added for Galvanized Steel Sidewalk Cover Plates, are effective July 1st every year. STRUCTURAL STEEL AND MISCELLANEOUS META L ITEMS (OTHER THAN ALUMINUM) (REV 6-25-25) ARTICLE 962-10 is expanded by the following: 962-10.5 Galvanized Steel Sidewalk Cover, steel sidewalk fabricated from steel meeting the requirements of ASTM A36 or ASTM A709, Grade 36 or 50, - 04. Furnish flat head stainless steel sleeve anchors in accordance with ASTM F593 Group 1 Alloy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9621005ind.pdf?sfvrsn=4e75a8ca_24600000.impl
Bridge: Unspliced rolled sections and pedestrian bridges AISC Simple Bridge Highway Metal Components, with Sections 6, 105, ASTM A6, and AASHTO/AWS D1.5, Bridge Welding Code. Fabricate all unpainted steel, Steel Bridge Collaboration “Guidelines for Shop Detail Drawing Presentation”. 460-3.2 Welding, steel for bridges, AASHTO M270M/M 270 (ASTM A709/A709M), where ‘t’ is the thickness of the plate, be as described in the AASHTO/AWS D1.5, Bridge Welding Code. The camber and sweep tolerances for steel pier caps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/4600000.impl.pdf?sfvrsn=7c729e85_0DCE Memos - 2002
) Bridges (87kb) 26-02 SUBARTICLE 400-14, Removal of Forms (45kb) 25-02 Ground Tire Rubber (GTR, ) 20-02 Substitution to a Higher Class of Concrete (28.2kb) 19-02 Frequency Reduction of Reinforcing Steel, ) 12-02 Temporary Curb Used in the Median (39.5kb) 11-02 Removal of King Block from Qualified Products, District Compliance Personnel Titles (31kb) 06-02 Outstanding Project Awards (54.5kb) 05-02 SDO Temporary
https://www.fdot.gov/construction/memos/2002/memos2002.shtmArchive
Response Response Approved 102-201 Temporary Acrow 300 Series Detour Bridge General Notes and Details N, 300 Series Detour Bridge General Notes and Details N/C N/C Approved 102-201 Temporary Acrow 700XS, Bridge General Notes & Details N/C N/C Approved 102-201 Temporary Acrow 700XS Series Detour Bridge, Bridges N/C N/C Approved 635-005 Fiber Optic Splice Vault Response Response Approved 695-001 Traffic, 400-289 Concrete Box Culvert Details N/C N/C Approved 415-001 Bar Bending Details (Steel) Response N/C
https://www.fdot.gov/design/standardplans/irr/arcive.shtmE8U47BidTabs
of the structural steel components and recoating of the concrete surfaces of the bridges 770602, of the repainting of the structural steel components and recoating of the concrete surfaces of the bridges, 4SOUTHERNROAD&BRIDGE,LLC $2,030,669.24179.12% ResponsiveNon-WinningBid, BRIDGES,SEMINOLE XWAY(SR417)(MP50.3-50.5) 43854915201 (*) 43854925201 N/A Page 1 of 1 09/26/2023, Project(s): SEMINOLE Counties: 43854915201 (*) 43854925201 Fed Aid No: PAINT BRIDGES,SEMINOLE XWAY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2023/sep12/e8u47bidtabs.pdf?sfvrsn=a25cafb7_14580206.origind
, P.E., State Specifications Engineer SUBJECT: Proposed Specification: 4580206 Bridge Deck Joints, Attachment 4580206 All Jobs BRIDGE DECK JOINTS. (REV 3-1-17) SUBARTICLE 458-2.6 is deleted, material requirements. Table 2-6.1 Component Material Requirements Solid Separation Beams, Steel Extrusions, Support Bars, Plate and Milled Steel Shapes ASTM A588 or ASTM A572, Grade 50 Box, Stainless Steel Sliding Plates - 3/8 inch minimum thickness ASTM A240, Type 316 PTFE Sliding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4580206.origind.pdf?sfvrsn=f44d858d_0102-201FHWAApproved
Title: TEMPORARY ACROW SERIES 700XS DETOUR BRIDGE BEAM AND GUARDRAIL DETAIL Summary of the changes: Sheet 2: Added Paved Surface to Thrie Beam to Bridge Guardrail Transition detail and updated, TEMPORARY ACROW SERIES 700XS DETOUR BRIDGE BEAM AND GUARDRAIL DETAILS 2 102-201 01/01/22 5 (y, of bays. 25 ft. Tube - Used on Bridge End with even number of bays. Bay 2'-0" Top of Steel Deck, ) Transition Panel 6'-3" Thrie-Beam THRIE BEAM TO BRIDGE GUARDRAIL TRANSITION 9 ~ ƅ" Ø Hex-Head
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-201fhwaapproved.pdf?sfvrsn=ca5b426_1E4X94
No: N/A Total Roadway Length: 3.669 Miles Contract Days: 262 Total Bridge Length: 0.000 Miles, ), signalization (signal cable, aluminum pole pedestal, aluminum pole remove, steel mast arm, vehicular signal, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2025-26 (SECTION 7-13) FOR INSURANCE LIMITS, - 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44841515201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 104.000 0102- 60- WORK ZONE SIGN ED 4,519.000 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/sep05/e4x94.pdf?sfvrsn=7bb1d370_1