1272 search results for temporary steel bridge
Debris Removal Emergency Prequalified Vendors
GIRDERS MAJOR BRIDGE - MULTI-LEVEL ROADWAYS MAJOR BRIDGE - STEEL TRUSS CONSTRUCTION MINOR BRIDGES, OPENING OF 1,000 FEET OR MORE R&R MAJOR BRIDGE- CURVED STEEL GIRDERS R&R MINOR BRIDGES ROADWAY, - TENSIONED / SUPER-STRUCTURE MAJOR BRIDGE - STEEL TRUSS CONSTRUCTION MINOR BRIDGES PORTLAND CEMENT, BRIDGE - STEEL TRUSS CONSTRUCTION R&R MAJOR BRIDGE- CURVED STEEL GIRDERS R&R MINOR BRIDGES SIDEWALK, GIRDERS MAJOR BRIDGE - MULTI-LEVEL ROADWAYS MAJOR BRIDGE - STEEL TRUSS CONSTRUCTION MINOR BRIDGES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/debris-removal-emergency-work-class.pdf?sfvrsn=ce3de1b7_1217_Bridges_and_Other_Structures_Redlines
bridge inventory. Florida Greenbook – 16th Edition Bridges and Other Structures | 17–3 17.3.3, the bridge should not drop onto traffic below. Longitudinal conveyance piping attached to bridges, and makes bridge inspections safer. Florida Greenbook – 16th Edition Bridges and Other Structures | 17–7, bridges being widened or whose new construction is phased. Spread of stormwater on the bridge deck should be considered in planning temporary traffic routing. During the construction of a bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/17_bridges_and_other_structures_redlines.pdf?sfvrsn=462b1040_5E21M3
Please read the full advertisement Description: (SR 51 (Hal Adams Bridge) over Suwannee River Bridge #330009) The Improvements under this Contract consist of Bridge steel repair, steel structural, REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 207.000 0450- 82- BEAM REPAIR LF 624.000 0458- 1- 21, ADAMS BRIDGE) - BRIDGE-REPAIR/REHABILITATION Limits: 33040000 Project(s): 43929225201(*) Federal Aid No: N/A Total Roadway Length: 0.130 Miles Contract Days: 250 Total Bridge Length: 0.130 Miles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/mar19/e21m3.pdf?sfvrsn=af8e23ce_14580000.FHWA
. For format and required details, follow the AASHTO/NSBA Steel Bridge Collaboration “Guideline for Shop, No. 458 - 1- BridgeDeckExpansionJoint-perfoot. 4580000.D01 All Jobs BRIDGE DECK JOINTS. (REV, system supplied. For format and required details, follow the AASHTO/NSBA Steel Bridge Collaboration, as an allowable bridge deck joint. Please review and transmit your comments, if any, within two weeks, . StateConstructionEngineer 4580000.D01 All Jobs BRIDGE DECK JOINTS. (REV 6-11257-31-13) SECTION 458 (Pages 593 – 593
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/4580000.fhwa.pdf?sfvrsn=8b64ce89_03500000SS
or required, use concrete reinforced with steel bars or steel fabric, in accordance with details, of a breakdown of equipment. 2.Amethod to ensure the proper placement of reinforcing steel, tie, call for reinforced concrete pavement, place the steel reinforcement in the pavement slab, that the reinforcing steel is free from any of the following which could impair bonding of the steel, by insertion through the forms, by insertion through a temporary support form placed against
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3500000ss.pdf?sfvrsn=91fc4c9_03500000SS
or required, use concrete reinforced with steel bars or steel fabric, in accordance with details, of a breakdown of equipment. 2.Amethod to ensure the proper placement of reinforcing steel, tie, call for reinforced concrete pavement, place the steel reinforcement in the pavement slab, that the reinforcing steel is free from any of the following which could impair bonding of the steel, by insertion through the forms, by insertion through a temporary support form placed against
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3500000ssedcb6f5ef7704fe6978aaad48603d5b9.pdf?sfvrsn=17a5b99e_02000Book
1 FLORIDA DEPARTMENT OF TRANSPORTATION Standard Specifications for Road and Bridge, and Bridge Construction, 2000, are hereby approved for application on highway and related construction, 0 4 1 0 3 Temporary Work Structures, ................................................... 3 6 9 3 7 0 BridgeApproachExpansionJoints, ...................................................................... 6 3 2 5 0 6 BridgeDrainageSystem
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2000/ebook/2000book.pdf?sfvrsn=c74aa82d_017_Bridges_and_Other_Structures_Rulemaking
Bridges – General................................................................. 17–2 17.3.2 Bridge, Bridge Live Loads In addition to the notional (HL - 93) design load specified in LRFD , bridges, – 16th Edition Bridges and Other Structures | 17–3 17.3.3 C.3 Bridge Superstructure The superstructure, on the bridge deck should be considered in planning temporary traffic routing. During, –10 All on-system and off-system bridges are assigned a Bridge Number by the FDOT. For new bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/17_bridges_and_other_structures_rulemaking.pdf?sfvrsn=6bd9774c_11020906.impl
with Design Standards, Index Nos. 412, 415 or 414. Temporary barrier used on bridge and retaining, 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 meet the NCHRP Report, and the following substituted: 102-9.6 Temporary Barrier: Furnish, install, maintain, remove and relocate temporary barrier in accordance with the Plans. Obtain and use precast temporary concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/1020906.impl.pdf?sfvrsn=2de7959b_04580000.origind
. For format and required details, follow the AASHTO/NSBA Steel Bridge Collaboration “Guideline for Shop, ; charles.boyd@dot.state.fl.us Specification Title: 458 – Bridge Deck Joints Specification Section, Article, bridge deck joint. Pleasesharethisproposalwithotherswithinyourresponsibility.Reviewcomments, . Your input is encouraged. DS/dt Attachment 4580000 All Jobs BRIDGE DECK JOINTS. (REV 6-11257-1-13) SECTION 458 (Pages 593 – 593) is deleted and the following substituted: SECTION 458 BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/4580000.origind.pdf?sfvrsn=9e128ca8_0E6P14
- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 688.000 0458- 1- 21 BRIDGE DECK EXPANSION JOINT, CONSIST OF BRIDGE PAINT SR-970 F US1 TO I-95NB. Limits: 87006000 Project(s): 44775115201(*) Federal Aid No: N/A Total Roadway Length: 0.432 Miles Contract Days: 360 Total Bridge Length: 0.674 Miles, the full advertisement Description: The Improvements under this Contract consist of the bridge painting along SR-970/Downtown Distributor from US-1 to I-95 NB Bridge 870475 in Miami-Dade County. Pre
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/nov21/e6p14.pdf?sfvrsn=42b98ef4_1Chapter17 BridgesAndOtherStructures 2024
Chapter17 BridgesAndOtherStructures 2024, C.1 Bridges - General 17-2 C.2 Bridge Live Loads 17-2 C.3 Bridge Superstructure 17-3 C.3.a Girder, PURPOSES 17-14 FIGURES Figure 17 – 1 Bridge with Shelves for Wildlife 17-8 CHAPTER 17 BRIDGES, a comprehensive bridge design allowing owners and their engineer’s flexibility in design. All bridges, of stormwater on the bridge deck should be considered in planning temporary traffic routing. During, following approval from the FHWA. Section 335.074, F.S., mandates safety inspection of bridges. Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter17-bridgesandotherstructures-2024.docx?sfvrsn=cf41b20c_1OOM_20240319_DSME-Memo-24-01-Modifications-to-Procedure-850-010-030
Inspection of Temporary Bridges For temporary bridges open to traffic for more than 24 months, that results in a full or partial closure of any bridge • A component with a nonredundant steel, Division Bridge Engineer and the State Bridge Inspection Engineer a list of the bridges that were, is performed, or the bridge is closed to traffic. • Monitoring of these bridges will continue until, : Modifications to the Bridge and Other Structures Inspection and Reporting Procedure, Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/memos/oom_20240319_dsme-memo-24-01-modifications-to-procedure-850-010-030.pdf?sfvrsn=b3b5e6ce_11100000.orig-2.ind
, poles, walls, posts, bridges, etc. 110-5 Removal of Buildings. 110-5.1 Parts to be Removed: Completely, to be RemovedParts to be RemovedGeneral: WThe work under this aArticle includes bridges, as defined, to be removed, 2. t h o s e s t r ucturesbridges, or portions of bridgesstructures, found within, b r i d g e s s t r uctures, or portion of bridgesstructures, which are necessary to be removed, proposed new structures bridge or to any waterways. Pull, cut off, or break off pilings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/1100000.orig-2.ind.pdf?sfvrsn=20e6fe55_01100000.orig-2ind
, poles, walls, posts, bridges, etc. 110-5 Removal of Buildings. 110-5.1 Parts to be Removed: Completely, to be RemovedParts to be RemovedGeneral: WThe work under this aArticle includes bridges, as defined, to be removed, 2. t h o s e s t r ucturesbridges, or portions of bridgesstructures, found within, b r i d g e s s t r uctures, or portion of bridgesstructures, which are necessary to be removed, proposed new structures bridge or to any waterways. Pull, cut off, or break off pilings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/1100000.orig-2ind.pdf?sfvrsn=c650d04a_00050104-723FHWA2
to provide consistency with policy updated made to FDM 266 for prefabricated steel truss pedestrian bridge, continuous superstructures with spans over 150 feet. c. Steel box and plate girder bridges. d.Concrete or steel straddle piers and straddle pier caps. e. Steel truss bridges including proprietary, 150 feet. c. Steel box and plate girder bridges. d. Concrete or steel straddle piers and straddle pier caps. e. Steel truss bridges including proprietary pedestrian steel truss spans not satisfying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/0050104-723fhwa2.pdf?sfvrsn=9d6ee8cd_12025-ADA
on evaluating existing bridge structures. Review bridges in sufficient detail to clearly establish cost, be used only for minor bridge improvements ; e.g., rail retrofits, ADA improvements. Bridges, signals Public transit loading zones Pedestrian bridges Shared use paths Street furniture, sidewalk is provided on the approach roadway. Also provide sidewalk on new bridges where sidewalk, FDM 260.6 for pedestrian bridge vertical clearance requirements. FGB 8.E 24 222.2.1.3 Grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/2025-ada.pdf?sfvrsn=aebab46b_14-ADA in Design, Construction & Maintenance
on evaluating existing bridge structures. Review bridges in sufficient detail to clearly establish cost, be used only for minor bridge improvements ; e.g., rail retrofits, ADA improvements. Bridges, signals Public transit loading zones Pedestrian bridges Shared use paths Street furniture, sidewalk is provided on the approach roadway. Also provide sidewalk on new bridges where sidewalk, FDM 260.6 for pedestrian bridge vertical clearance requirements. FGB 8.E 24 222.2.1.3 Grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/4-ada-in-design-construction-maintenance.pdf?sfvrsn=2c67f0a6_1E52F0
, SUPERSTRUCTURE CY 2.000 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 2,418.000 0460- 1, LB 5,265.000 0460- 94- STRUCTURAL STEEL REPAIR- WELDS LF 195.000 0465- 2-105 MOVABLE BRIDGE, BRIDGE # 110077 ELECTR/MECH Limits: 11140000 Project(s): 44979215201(*) Federal Aid No: N/A Total Roadway Length: Contract Days: 240 Total Bridge Length: Letting Date: 05/07/24 Total Proposal, of electrical and mechanical components of the control tower of Bridge #110077 and pedestrian safety upgrades
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/e52f0.pdf?sfvrsn=9671b6d2_2E21B3
bridges including temporary traffic signals, lighting, sidewalks, bridges – cleaning and painting, No: N/A Total Roadway Length: 0.012 Miles Contract Days: 290 Total Bridge Length: 0.191 Miles, & SEALING CONCRETE SURFACES - PENETRANT SEALER OR METHACRYLATES SF 850.000 0458- 1- 21 BRIDGE, STRUCTURAL STEEL - REHABILITATION, MISCELLANEOUS LB 2,929.000 0460- 95- STRUCTURAL STEEL REPAIR LB 4,066.000, ', RESET EXISTING LF 440.000 0561- 1- COATING EXISTING STRUCTURAL STEEL (43556215201) LS 1.000 0561- 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/jun05/e21b3.pdf?sfvrsn=1e40dad1_1