1272 search results for temporary steel bridge
2025 BOE Manual
estimating based on the preliminary design which uses historical bid data from prior projects. Bridge, and bridge projects. Designer Interface: Department developed web-based program that interfaces with PrP, conceptual construction cost estimates for roadway and bridge projects. Lump Sum: Projects bid, with the FDOT Standard Specifications for Road and Bridge Construction or Contract Documentation, Concrete Structures 415 Reinforcing Steel and FRP Bars 425-446 Drainage: Inlets, Manholes, Junction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2025-boe-manual.pdf?sfvrsn=2c3b7dfa_1TP-05-13-25BSN3
CF 15.300 0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 177,302.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 80,610.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB, Quantity 0460- 2- 20 STRUCT STEEL - NEW/WIDENING, WEATHERING (45208015201 BRIDGE ID 754192) LS 1.000, ROUND, 36" CD EA 1.000 0455-133- 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 20,448.000 0515- 1- 2, in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/tp-05-13-25bsn3.pdf?sfvrsn=8e376fad_15210000.impl
the barrier wall. Do not use permanent precast concrete barrier wall on bridge or box culvert, in the Plans and the Design Standards. 521-3 Use of Precast Temporary Barrier Wall. 521-3.1 General: Meet the requirements of 102-9.5.2. 521-3.2 Precast Temporary Barrier Wall Meeting the Requirements of the Design Standards, Index No. 415: Use precast temporary barrier wall when certification is provided to the Engineer that the precast temporary barrier wall was constructed in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/5210000.impl.pdf?sfvrsn=63063946_0SS4620000
temporary and permanent post- tensioning shall comply with the requirements of this Section. Furnish all components of a post- tensioning system, including steel pipes, from a single supplier. Prestressing steel can be obtained from any supplier. Installprestressingsteel,whichmay be strands, with the proposed post-tensioning scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design, states provided by the original design. (5)Stressesintheconcrete and prestressing steel at all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4620000.pdf?sfvrsn=34344ee3_0SS4620000
temporary and permanent post- tensioning shall comply with the requirements of this Section. Furnish all components of a post- tensioning system, including steel pipes, from a single supplier. Prestressing steel can be obtained from any supplier. Installprestressingsteel,whichmay be strands or bars, with the proposed post-tensioning scheme meets the requirements of Section 5 of the “AASHTO LRFD Bridge Design, states provided by the original design. (5)Stressesintheconcrete and prestressing steel at all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4620000.pdf?sfvrsn=12389f0_04520402-722origind
, State Specifications Engineer SUBJECT: Proposed Specification: 4520402 Precast Segmental Bridge, All Jobs PRECAST SEGMENTAL BRIDGE CONSTRUCTION (REV 11-10-21) SUBARTICLE 452-4.2 is deleted, , reinforcing steel, prestressing steel, duct filler, and other similar items. 2. Each segment number, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4520402-722origind.pdf?sfvrsn=73bf487_2102-110IntReviewPkg
: richard.stepp@dot.state.fl.us Index Title: Type K Temporary Concrete Barrier System Summary of the changes: Sheet 1, Connection Pin or Roadway Surface Top of Bridge Deck Bars 6D (Typ.) See Connection Pin Installation Note, K TEMPORARY CONCRETE BARRIER SYSTEM 11/01/20 Barrier Unit Barrier Unit DETAIL TOP PLATE " ¢ 2, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge, . CONNECTION PIN ASSEMBLY: Use steel for Connection Pin and Top Plate assemblies in accordance with ASTM A36
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110intreviewpkg.pdf?sfvrsn=6457d53a_1102-110IndReviewPkg
: richard.stepp@dot.state.fl.us Index Title: Type K Temporary Concrete Barrier System Summary of the changes: Sheet 1, Connection Pin or Roadway Surface Top of Bridge Deck Bars 6D (Typ.) See Connection Pin Installation Note, K TEMPORARY CONCRETE BARRIER SYSTEM 11/01/20 Barrier Unit Barrier Unit DETAIL TOP PLATE " ¢ 2, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge, . CONNECTION PIN ASSEMBLY: Use steel for Connection Pin and Top Plate assemblies in accordance with ASTM A36
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110indreviewpkg.pdf?sfvrsn=c0c09b2_1102-110FHWAReviewPkg
: richard.stepp@dot.state.fl.us Index Title: Type K Temporary Concrete Barrier System Summary of the changes: Sheet 1, SHEET INDEX Unmarked End Marked End Connection Pin or Roadway Surface Top of Bridge Deck Bars 6D, Dot indicates number and 17 1 102-110 TYPE K TEMPORARY CONCRETE BARRIER SYSTEM 11/01/20 Barrier, pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements, of the Connection Pin, as shown, for the 4. CONNECTION PIN ASSEMBLY: Use steel for Connection Pin and Top
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110fhwareviewpkg.pdf?sfvrsn=34b667f_19600100-722impl
steel. Provide temporary inlets, outlets, drains and valves made from brass or steel. 3. All inlets, and components remaining in a completed structure, including temporary erection PT left in-place, steel strand directly to concrete. Embedded anchorages for bars are permitted. Strand or strand, between corrugated plastic duct and steel pipe. 7. Use heat shrink sleeves with or without, techniques, electrofusion duct couplers, or elastomer sleeves and stainless steel band clamps to make
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9600100-722impl.pdf?sfvrsn=4961e39f_2D2-06-05-24BSN
including temporary traffic signals, lighting, sidewalks, bridges – cleaning and painting, heat, with Article 3-1 of the Standard Specifications for Road and Bridge Construction, or as amended, Specifications for Road and Bridge Construction. Insurance companies must be authorized to do business, /cpp_online_ordering/bidder_assist.shtm , Standard Specifications for Road and Bridge Construction, /A Total Roadway Length: 0.012 Miles Contract Days: 290 Total Bridge Length: 0.191 Miles Letting Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/jun05/d2-06-05-24bsn.pdf?sfvrsn=13b57102_116-ADA-Design-FDM2023
• Public transit loading zones • Ped bridges • Shared use paths • Street furniture FGB 8.A, 222.2.1 – Continue sidewalk across bridge structures when sidewalk is provided on the approach roadway. Also provide sidewalk on new bridges where sidewalk or shared use path is not present along, 260.6 for pedestrian bridge vertical clearance requirements. FGB 8.E 27 Gra d e s & Cro s s, Staff • Local public transit provider FGB 8.B.1 75 FDM 222.2.9 – Pe d e strian Bridges See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/16-ada-design-fdm2023.pdf?sfvrsn=27c49299_15210000SS
permanent precast concrete barrier wall on bridge or box culvert structures, :Meettherequirements of 102-9.5.2. 521-3.2 Precast Temporary Barrier Wall Meeting the Requirements of the 2000 Roadway and Traffic Design Standards, Index No. 415: Use Precast Temporary Barrier Wall when certification is provided to the Engineer that the Precast Temporary Barrier Wall was constructed, joints at 15 to 30 foot [4.5 to 9.0 m] intervals. For barrier wall on bridge structures or approach
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/5210000ss.pdf?sfvrsn=54f69dca_05210000SS
permanent precast concrete barrier wall on bridge or box culvert structures, :Meettherequirements of 102-9.5.2. 521-3.2 Precast Temporary Barrier Wall Meeting the Requirements of the Roadway and Traffic Design Standards, Index No. 415: Use Precast Temporary Barrier Wall when certification is provided to the Engineer that the Precast Temporary Barrier Wall was constructed in accordance, to 9.0 m] intervals. For barrier wall on bridge structures or approach slabs, space contraction joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5210000ss.pdf?sfvrsn=9c74cf24_0E3Y84
Roadway Length: 0.256 Miles Contract Days: 360 Total Bridge Length: 0.000 Miles Letting Date: 09/24/25, ZONE SIGN ED 3,600.000 0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 276.000 0102- 74, CHANGEABLE MESSAGE SIGN, TEMPORARY ED 720.000 0104- 10- 3 SEDIMENT BARRIER LF 1,815.000 0104- 15- SOIL, 11.300 0415- 1- 6 REINFORCING STEEL- MISCELLANEOUS LB 316.000 0425- 1-311 INLETS, CURB, TYPE P-1,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/sep24/e3y84.pdf?sfvrsn=e90d0a49_1RGeneralConstructionOperationse
. (See Note) For Bridge Decks see Index 102-110 or APL. NOTE: 4 1 102-100 TEMPORARY BARRIER 11/01/20, by the Engineer in 1. For Bridge Decks only, use Keeper Pins that are 1#2" diameter, smooth steel bar, Temporary Barrier options. Provide additional setback distance for APL 9. The requirements of this Index do not apply to Temporary Low Profile Barrier, See Index 102-120. or the APL. 8. Anchor abutting segments of temporary barrier terminated with a Crash Cushion as shown in Index 102-110
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rgeneralconstructionoperationse.pdf?sfvrsn=fd4e37db_1BOE Updates
sections in DQE. 4580100 Bridge Deck Joints New pay item structure to be created *458- 3- * Galvanized Steel Sidewalk Cover Plate. Per foot. 5500200 Fencing The phrase "and accepted by Engineer" removed, in details to be changed. New pay item to be added under 102-78-A for temporary RPMs
https://www.fdot.gov/specifications/history-of-revisions/boe-updatesTom Deines TNT Consulting Professional Resume _DRB 10 4 21
and steel reinforced concrete bridge beams as long as 172 ft. weight over 86 tons. All roads were, /bridge & infrastructure construction and 6 years in design build – both in commercial and bridge, , temporary water diversion, rock excavation, aggregate base and Level 3 ½” ACP . Successfully, a geo-grid retaining wall at one slide location, a steel H-piling and steel plate lagging wall, DEINES, FCSI, CCCA – Construction Consultant PROJECT MANAGEMENT OR 234: ROGUE RIVER BRIDGE, GOLD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/tom-deines-tnt-consulting-professional-resume-_drb-10-4-21.pdf?sfvrsn=b89ae12f_5E8V92
Aid No: N/A Total Roadway Length: 1.058 Miles Contract Days: 310 Total Bridge Length: 0.000 Miles, the southern end bent spill slope under existing Bridge No. 750285 and a new actuated signal, - TEMPORARY PAVEMENT (45208215201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (45208215201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 250.000 0102- 30- TEMPORARY HIGHWAY LIGHTING (45208215201) LS 1.000 0102- 60- WORK ZONE SIGN ED 9,470.000 0102- 71- 13 TEMPORARY BARRIER, F&I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may06/e8v92.pdf?sfvrsn=a8b5d3b2_1E1X72BidTabs
0030 0415 1 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 726.000 LB 2.00000 1,452.00 3.00000, 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 726.000 LB 50.00000 36,300.00 0035 0455 81106, OF PINELLAS COUNTY, INC. $1,170,165.96 100.00% Responsive Winning bid 2 SOUTHERN ROAD & BRIDGE, LLC, of Bridge Repair/Rehabilitation along SR 45 Over Caloosahatchee River Bridge # 120002 and Edison Bridge NB Over Caloosahatchee River Bridge #120157 in Lee County. 130 AVAILABLE DAYS Project(s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/aug21/e1x72bidtabs.pdf?sfvrsn=b5ab60ca_1