1272 search results for temporary steel bridge

2010Master

 FLORIDA DEPARTMENT OF TRANSPORTATION Standard Specifications for Road and Bridge, Temporary Work Structures, ............................... 368 370 Bridge Approach Expansion Joints, Reinforcing Steel, 1 6 4 5 8 Bridge Deck Joints

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/ebook/2010master.pdf?sfvrsn=a427c160_0

116eBook_SS_DLS

 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, January 2016, are hereby approved for application on highway and related, ........................................................................................ 107 103 Temporary Work Structures, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 362 370 Bridge Approach Expansion Joints, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 424 415 Reinforcing Steel

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/ebook/116ebook_ss_dls.pdf?sfvrsn=77d7e3bc_0

116eBook

 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, January 2016, are hereby approved for application on highway and related, ........................................................................................ 107 103 Temporary Work Structures, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 362 370 Bridge Approach Expansion Joints, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 424 415 Reinforcing Steel

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/ebook/116ebook.pdf?sfvrsn=5bee762_0

716ebook

 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, July 2016, are hereby approved for application on highway and related, ........................................................................................ 108 103 Temporary Work Structures, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 365 370 Bridge Approach Expansion Joints, Segmental Bridge Construction .............................................................. 520 453

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook.pdf?sfvrsn=91838054_4

716eBook

 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, July 2016, are hereby approved for application on highway and related, ........................................................................................ 108 103 Temporary Work Structures, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 365 370 Bridge Approach Expansion Joints, Segmental Bridge Construction .............................................................. 520 453

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook1bd1383120d94cdea958c0ef9c6fa422.pdf?sfvrsn=c858a0f5_2

716eBook_SS_DLS

 FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, and Bridge Construction, July 2016, are hereby approved for application on highway and related, ........................................................................................ 108 103 Temporary Work Structures, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 365 370 Bridge Approach Expansion Joints, Segmental Bridge Construction .............................................................. 520 453

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook_ss_dls.pdf?sfvrsn=36a22e18_0

4000404.resp2

supported by bridge deck overhang falsework on steel I-girders during deck placement. The deck, of concrete cover for bridge deck reinforcing steel, and ponding of water along the toe of concrete, of the AASHTO Construction Handbook for Bridge Temporary Works: "The diagonal leg brace should bear, Plotkin's response to a state survey questionnaire for NCHRP Synthesis 345 - Steel Bridge Erection, for consideration: 400-4.4 Bridge Deck Overhang Falsework for Steel I-Girders: Locate the lower

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4000404.resp2.pdf?sfvrsn=4051c715_0

2025FDMPart1DevelopmentProcess

. , Signature Date 3 Form 121-A Form 121-A Bridge Development Report Submittal Checklist Project Name, Manager ITEMS STATUS (b) (1) Typical Sections for Roadway and Bridge (a) ….…………. Select Status (2) Roadway Plans in Vicinity of Bridge (a) ….………………... Select Status (3) Maintenance of Traffic Requirements (a) ….…………….… Select Status (4) Bridge Hydraulics Report (c) ….…………………………….. Select Status (5) Geotechnical Report (c) ….………………………………….. Select Status (6) Bridge Corrosion

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdmpart1developmentprocess.pdf?sfvrsn=d7551279_9

2024FDMPart1DevelopmentProcess

item.” Identify any conditions and limitations: , Signature Date Form 121-A Form 121-A Bridge, for Roadway and Bridge (a) ….…………. (2) Roadway Plans in Vicinity of Bridge (a) ….………………... (3) Maintenance of Traffic Requirements (a) ….…………….… (4) Bridge Hydraulics Report (c) ….…………………………….. (5) Geotechnical Report (c) ….………………………………….. (6) Bridge Corrosion Environmental Report (c, …………………………... (9) Existing Bridge Plans………………………………………. (10) Existing Bridge Inspection Report

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdmpart1developmentprocess.pdf?sfvrsn=48773aa3_4

Structures Design Office - Structures Detailing Manual Examples

and Elevation Ex 1 - Curved Steel Flyover Ramp Ex 1 - Curved Steel Flyover Ramp (NCP) Ex 2 - Bridge Replacement with Temporary Detour Bridge Ex 2 - Bridge Replacement with Temporary Detour Bridge (NCP) Ex 3, Ex 1 - Utilizing Temporary Work Bridge Ex 1 - Utilizing Temporary Work Bridge (NCP) Ex 2, Critical Wall Drawings Temporary Critical Wall Drawings Ex 1 - Temporary Critical Steel Sheet Pile Wall Ex 1 - Temporary Critical Steel Sheet Pile Wall (NCP) Ex 2 - Temporary Critical MSE Walls Ex 2

https://www.fdot.gov/structures/structuresmanual/currentrelease/vol2-sdm/sdmex.shtm

4000404.comm

supported by bridge deck overhang falsework on steel I-girders during deck placement. The deck, of concrete cover for bridge deck reinforcing steel, and ponding of water along the toe of concrete, of the AASHTO Construction Handbook for Bridge Temporary Works: "The diagonal leg brace should bear, Plotkin's response to a state survey questionnaire for NCHRP Synthesis 345 - Steel Bridge Erection, for consideration: 400-4.4 Bridge Deck Overhang Falsework for Steel I-Girders: Locate the lower

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4000404.comm.pdf?sfvrsn=454ed0e1_0

4000404.resp

supported by bridge deck overhang falsework on steel I-girders during deck placement. The deck, of concrete cover for bridge deck reinforcing steel, and ponding of water along the toe of concrete, of the AASHTO Construction Handbook for Bridge Temporary Works: "The diagonal leg brace should bear, Plotkin's response to a state survey questionnaire for NCHRP Synthesis 345 - Steel Bridge Erection, for consideration: 400-4.4 Bridge Deck Overhang Falsework for Steel I-Girders: Locate the lower

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4000404.resp.pdf?sfvrsn=c6ca7733_0

E4X35

, signalization, traffic detection, barricade), monitor structures (inspection, settlement), Bridge Number 860018 (removal, expansion joint, moveable bridge rehabilitation/repair/maintenance/operator, control house renovation, rivets/bolts), structural steel (bascule leaves, coating), bridge fender system, /BRIDGES (44925715201/Bridge ID 860018) LS 1.000 0110- 71- 1 BRIDGE FENDER SYSTEM, REMOVAL, (*) Federal Aid No: N/A Total Roadway Length: 0.414 Miles Contract Days: 397 Total Bridge Length: 0.207

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/apr04/e4x35.pdf?sfvrsn=f2b3f0fb_1

4-2024-ADA

extensions  Pedestrian signals  Public transit loading zones  Pedestrian bridges  Shared use, structures when sidewalk is provided on the approach roadway. Also provide sidewalk on new bridges, surface . See FDM 260.6 for pedestrian bridge vertical clearance requirements. FGB 8.E 24, • Local public transit provider FGB 8.B.1 53 54 5/7/2024 28 55 222.2.9 Pedestrian Bridges - See FDM 266 for information on pedestrian bridges . 222.2.10 Shared Use Paths - See FDM 224

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-spring-construction-academy/4-2024-ada.pdf?sfvrsn=2e730c8d_1

SchaweM

including roadway, major and minor concrete/steel bridges, movable bridges, segmental bridges, concrete, for four major bridge replacements and one temporary bridge which include the replacement, and Hollywood/Ft Lauderdale Airport Segmental Bridges Airport A K D Segmental Bridge Construction, of the Oakland Park Movable bridge, the rehabilitation of the Sunrise Blvd. Twin Movable bridges, Interchange concrete ASSHTO beam Bridge, one Major and four Minor canal bridges, three ASSHTO beam

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/schawem.pdf?sfvrsn=2cc667bd_3

E8V48

- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44852415201 BRIDGE ID 890083) LS 1.000 0400- 2- 4 CONC, - BRIDGE SUPERSTRUCTURE LB 256,156.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 76,510.000, Letting: 08250513 Call Order: 002 Proposal: E8V48 District:08 Counties: MARTIN Road Name: BRIDGE, Aid No: N/A Total Roadway Length: 0.543 Miles Contract Days: 763 Total Bridge Length: 0.058 Miles, and incidentals necessary for replacing Bridge 890083 located south of Becker Road on Florida's Turnpike

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8v48.pdf?sfvrsn=d39c5967_1

Structures Design Office Archived Bulletins Referenced Document

, 2020 (0.63MB) SDB 20-01 Exterior Intermediate Diaphragm Requirements for Steel Box Girder Bridges, for the use of Uncoated Weathering Steel and Coating Systems for Steel Bridges Immediately Structures, and Bridge Construction, BOE manual June 30, 2011 (1.7MB) C11-07 Incorporation of Prefabricated Steel, Bridges including General Use Pedestrian Bridge Permit Requirements see Bulletin PPM, SDG August 29, Guidelines March 24, 2004 (14kb) C04-04 Steel Bridge Superstructures in Extremely Aggressive Environments

https://www.fdot.gov/structures/memos/archivedbulletins.shtm

E6P31

/A Total Roadway Length: 6.792 Miles Contract Days: 1250 Total Bridge Length: 6.792 Miles Letting, advertisement Description: The improvement under this contract consists of bridge repair rehabilitation along SR5/US1 Overseas Hwy Seven Mile Bridge over Moser Channel Bridge #900101, ALT Item Description Unit Quantity Section 0001 Structures 0103- 2- 5 TEMPORARY SHORING, TYPE 1 - INTERIOR PIERS (44623115201 900101) LS 1.000 0103- 2- 6 TEMPORARY SHORING, TYPE 2 - EXPANSION

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/jul31/e6p31.pdf?sfvrsn=5b17c56b_1

Curved Precast Spliced U-Girder Bridges

Curved Precast Spliced U-Girder Bridges, Design Curved Precast Spliced U-Girder Bridges Structures Design - Transportation Innovation Curved Precast Spliced U-Girder Bridges Photos Photos courtesy of: PCI Example Drawings, Beam Bridge Construction (18MB) Courtesy of PCI Precast Spliced U beams PCI Zone 6 Standards, OverviewSpliced girder bridges are typically used for continuous structures in order to facilitate longer spans, sections. New spliced U-girder technologies now allow for curved U-shaped bridge options. Several have

https://www.fdot.gov/structures/innovation/ubeam.shtm

E8V33

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, 1,068,131.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 937,658.000 Page 6 Bid Solicitation, Quantity 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 1,024,628.000 0415- 1- 9 REINFORCING STEEL, (*) Federal Aid No: N/A Total Roadway Length: 6.200 Miles Contract Days: 1463 Total Bridge Length: 0.829

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan28/e8v33.pdf?sfvrsn=1cabb56e_1
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