1272 search results for temporary steel bridge
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2200 SPECIAL DETOUR- TEMPORARY PAVEMENT LS - LUMP SUM LS/SY 0102 2300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE LS - LUMP SUM LS/CY 0102 2400 SPECIAL DETOUR- TEMPORARY BRIDGE LS - LUMP SUM LS/EA 0102 4 1 PEDESTRIAN OR BICYCLE SPECIAL DETOUR LS - LUMP SUM LS/SY 0102 30 TEMPORARY HIGHWAY LIGHTING LS, with Secondary Units Your project requires 1,000,000 LBS of Steel. The design team selected pay item 0460-2-2 (Structural Steel, Low Alloy) This is a lump sum item with hybrid/secondary units
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/apps/pbi/bid-price-advanced-dashboard.pdf?sfvrsn=3e5fd307_7DRB Recommendations - District 2
(US 98) Aucilla River Bridge Replace - Pre-forming Pile Holes on Detour Bridge & Temporary Work, E2S01 I-295 Express Lanes from the Buckman Bridge to I-95: Law Enforcement A 6/19/19 2133457520121334575601 E2S01 I-295 Express Lanes from the Buckman Bridge to I-95: OHT 5&6 A 10/17/18 43056535201, Plan; Installation of Temporary Barrier Wall A 5/2/11 20778515201 E2G52 SR 329 - Limerock Base, 21335155201 T2013 SR 9A - Pile Underruns & Bridge Deck Removal A 7/5/05 21325125201 E2G91 I-295
https://www.fdot.gov/construction/constadm/drb/decisions/drb-decisions-d2.shtm4300201.resp
pipe by virtue of the PE being required to stabilize the much stronger steel reinforcement, Roadway Design Office for their consideration. No changes made. 7. The steel design strength of 80 ksi, design. The general threshold for steel fatigue is 24 ksi. When designing with 33 ksi steel, , it appears that FDOT has approved steel- reinforced thermoplastic pipe on the condition that it, presentation on steel-ribbed thermoplastic pipe by Contech and its consultant Rod Powers, we and others
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4300201.resp.pdf?sfvrsn=37c13061_04600000.origind
Bridge: Unspliced rolled sections and pedestrian bridges AISC Simple Bridge Highway Metal Components, Bridge Fabrication with HPS70W Steel. Fabricate all unpainted steel elements using steels, for miscellaneous components or as approved by the Engineer. 2. Simple Steel Bridge Structures - Required, as described under the Conventional Steel Building Structures Category. 3. Major Steel Bridges - Required for all steel bridges (including welded or bolted truss structures), welded truss and pole type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/4600000.origind.pdf?sfvrsn=b7a9a543_02025 EQ Report Examples
to go to Instructions) 1 Summary of General Items 2 Summary of Lump Sum Items 3 Summary of Temporary Traffic Control Plan Items 4 Summary of Special Detours 5 Summary of Temporary Highway Lighting 6 Summary of Temporary Driveways 7 Summary of Pedestrian Longitudinal Channelizing Devices 8 Summary of Temporary Crash Cushions 9 Summary of Temporary Signalization & Detection 10 Summary, of Traffic- LS; use the Summary of Temporary Traffic Control Plan Items for MOT- LS. This table
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2025-eq-report-examples.pdf?sfvrsn=156a3023_1FY 2025-26 eBook and Workbook History
5060200 Bridge Drainage System N/C N/C FHWA 5140200 Geosynthetic for Drainage Applications N/C N/C, 5560502 Jack and Bore *Associated with 1200102 N/C N/C FHWA 5610200 Coating Existing Structural Steel, *Associated with 9960101 N/C Comment/Response FHWA 6490200 Galvanized Steel Poles, Mast Arms, And Monotube, Drainage Products and Repair Systems N/C N/C FHWA 9620900 Structural Steel and Miscellaneous Metal, Pavement Marking Materials N/C N/C FHWA 9850400 Geosynthetic Materials N/C N/C FHWA 9900301 Temporary
https://www.fdot.gov/programmanagement/implemented/workbooks/history/fy25-26/fy-2025-26-ebook-and-workbook-historyDRB Recommendations - District 7
.) Plan Quantities for Embankment and Excavation A 6/27/14 25866025201 T7298 SR 93 (I275) Temporary, Temporary Wall A 1/27/12 41684225201 E7G19 SR 43 (US 301) Subcontractor Asphalt Straightedge Claim, T7041 SR-45 (Nebraska Ave) Lane Closure Restrictions A 10/15/04 4057515201 E7A90 Bridge Painting, to Utility Conflicts A 6/6/00 25690515201 20752 SR 679 (Bunces Pass Bridge) Sheet Piling Installed at Bridge Approaches A 6/2/00 25683115201 20287 SR 586 (Curlew Road) Utility Conflict A 5/22/00
https://www.fdot.gov/construction/constadm/drb/decisions/drb-decisions-d7.shtmChapter1s1Redline
. For bridges, there are four stages of plan development on conventional design-bid-build projects, of the Bridge Development Report (BDR) and Phase I plans. Construction and maintenance considerations, is required for Phase II structure plans except for Category 2 bridges that require a full submittal, by the Department's Contractor. 1.1.5.2 Bridge Plans District Level Responsibility The development of bridge plans will trail behind roadway plans at this stage because the bridge plans require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter1s1redline.pdf?sfvrsn=303d988f_5Chapter1s1
, is there room between bridges? Will the soil beneath the bridge or on access roads support very heavy, ? 4-6. If access not practical by barges, have temporary work bridges or fill been considered, . Constructability and biddability should be addressed at each review. For bridges, there are four stages, Development & Environment (PD&E) process. Stage 2 consists of the Bridge Development Report (BDR, except for Category 2 bridges that require a full submittal. Topic No. 700-000-000 Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter1s1.pdf?sfvrsn=7f1ce33f_81100201-722origind
are to remain the property of the Department or are to be salvaged for use in temporary bridges, bridge or to any waterways. Pull, cut off, or break off pilings to the requirements of the permit, salvaged. Mark structural steel members for identification as directed. SUBARTICLE 110-10.1 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/1100201-722origind.pdf?sfvrsn=ba9876d7_2D4650000.do
on the structural steel. Show all temporary supports, false work, alignment jigs, etc., to be used to install, and assemble the structural steel to the tolerances defined in the AASHTO/ANSI/AWS Bridge Welding Code, bridges. 465-2 Qualification Requirements for Supervisory Personnel. Meettherequirements of Section, . Ensure that the design is in accordance with the AASHTO LRFD Movable Highway Bridge Design, in the plans. e.DesignthegirderflangefortheallowablestressesforASTMA709[ASTM A 709M] steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4650000.doebb828309b024b559108d0c8179a1d57.pdf?sfvrsn=7b6a1f0b_0D4650000.do
on the structural steel. Show all temporary supports, false work, alignment jigs, etc., to be used to install, and assemble the structural steel to the tolerances defined in the AASHTO/ANSI/AWS Bridge Welding Code, bridges. 465-2 Qualification Requirements for Supervisory Personnel. Meettherequirements of Section, . Ensure that the design is in accordance with the AASHTO LRFD Movable Highway Bridge Design, in the plans. e.DesignthegirderflangefortheallowablestressesforASTMA709[ASTM A 709M] steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4650000.do.pdf?sfvrsn=1e9ef2ed_0Design Standards 2006
Temporary Slope Drain And Sod Flume 101 1 of 1 101.pdf Trash Retainer And Sediment Basin 102 1-3 of 3 102.pdf Temporary Erosion And Sediment Control 103 1 of 1 103.pdf Turbidity Barriers 104 1-2, 305 1-4 of 4 305.pdf Concrete Pavement Joints 306 1 of 1 306.pdf Bridge Approach Expansion Joint, Guardrail Transitions And Connections For Existing Bridges 14-26 of 26 402s14-26of26.pdf Guardrail Transitions And Connections For Existing Bridges 410 1-11 of 22 410s1-11of22.pdf Concrete Barrier
https://www.fdot.gov/roadway/ds/06/stds.shtmD1-02-15-24-60DayBSN
and painting of structural steel along SR 72 for bridge(s) 170052 and 170065 in Sarasota County. MANDATORY, & TRANSDUCERS REMOVE (44594215201 Bridge No. 170052) LS 1.000 0561- 2- COATING EXISTING STRUCTURAL STEEL, Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any, in the most current edition of the Department’s Standard Specifications for Road and Bridge, Specifications for Road and Bridge Construction and the Special Provisions for instructions for submission
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/feb15/d1-02-15-24-60daybsn.pdf?sfvrsn=1a432416_2fdot-bee76-977-01-rpt
zone poses a significant risk for corrosion of steel reinforcement in coastal bridges, on redesigning an existing FDOT steel-RC bridge foundation using large-diameter GFRP bars. The case study, Waterline Pile Cap Footings for Bridges using Large Diameter FRP Reinforcing – Material, for Bridges using Large Diameter FRP Reinforcing – Material Characterization and Design 5. Report Date, . Sponsoring Agency Code 15. Supplementary Notes 16. Abstract The durability of coastal bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bee76-977-01-rpt.pdf?sfvrsn=f1d2d0e4_3D2-06-11-25BSN
- BRIDGE SUPERSTRUCTURE LB 284,808.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB, SUBSTRUCTURE CY 63.500 0400-147- COMPOSITE NEOPRENE PADS CF 2.400 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 27,705.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 17,007.000 0415- 1, AND ANALYSIS EA 8.000 0455-144- 22 TEST PILES - STEEL, 24" DIA PIPE LF 255.000 0458- 1- 11 BRIDGE DECK, and Bridge Construction, or as amended by the project Specifications Package or any Supplemental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jun11/d2-06-11-25bsn.pdf?sfvrsn=46bc506b_12024-03-12 New York Pedestrian Overpass Phase IIR - Structures
JOINTS, BEARING THE PREFABRICATED STEEL TRUSS BRIDGE SUPERSTRUCTURE INCLUDING THE CONTRACTOR'S EOR, NOTE 2) TRUSS PEDESTRIAN BRIDGE PREFABRICATED STEEL S 7 7 ° 4 4 ' 2 0 " W POINT OF MVC, '-0" LANDING 17'-10" (SEE NOTE 2) PEDESTRIAN BRIDGE PREFABRICATED STEEL TRUSS ( T Y P, CROSS-SECTIONS ALLOWABLE BRIDGE REQUIRED. SPANS OVER 150' BOX TRUSS BRIDGES ARE FOR SPANS LESS, NEW YORK AVENUE PEDESTRIAN OVERPASS MICHELLE BUITRON, P.E. SHEET NO. PEDESTRIAN BRIDGE DATA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---structures.pdf?sfvrsn=39eda3bc_1Drainage Manual Redlines
to develop a basic understanding of some of the design standards for cross drains and bridges. Use, Manual (FDM) , Structures Design Guidelines (SDG) , Standard Plans for Road and Bridge Construction (Standard Plans) , and Standard Specifications for Road and Bridge Construction (Standard, ), Section 4.5 (Cross Drains & Bridges), and Section 5.4.1.1 (Stormwater Management Facility, Outfalls 25-year Canals 25-year Temporary Roadside and Median Ditches or Swales 2-year Temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/chief-briefs/drainage-manual-redlines.pdf?sfvrsn=a2986a4b_3Historical Item Averages Market Area 12
$1.28 $2,236,094.75 1,746,010.000 LB N REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 0415 1 5 7 $1.37 $2,439,965.83 1,783,797.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0415 1 6 2 $3.17 $28,594.20, SHAFT, 42" DIA 0455133 2 7 $27.05 $8,724,632.64 322,591.000 SF N SHEET PILING STEEL, TEMPORARY, 2 $214.22 $543,261.00 2,536.000 SF N SOLDIER PILE WALL, TEMPORARY-CRITICAL, STEEL H-PILES, 279,692.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 7 $27.62 $638,201.02 23,110.400 CY N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-12.pdf?sfvrsn=39c752de_2Bulletin/Memorandum - 2015 to Present
Roadway Design Bulletin 25-01 Corrosion Protection Requirements for Steel Truss Pedestrian Bridges, Plans, Index D102-690 (Temporary Traffic Control for Roundabouts) 5/14/21 RDB21-04 Roadway Design, ) and FDM 125 (Quality Assurance) 3/5/2020 RDB20-04 Roadway Design Bulletin 20-04 Revisions to Temporary, The Memorandum has been superseded by RDB 20-04 Temporary Traffic Control (TTC) Changes 2/18/2020 RDB20-03, 17-13Structures Design Bulletin 17-10FY 2018-19 Standard Plans for Road and Bridge Construction (FHWA
https://www.fdot.gov/roadway/bulletin/default.shtm