2219 search results for bridge inspection
4580206.impl
458 BRIDGE DECK JOINTS. (REV 3-1-17) (FA 5-8-17) (1-18) SUBARTICLE 458-2.6 is deleted and the following substituted: 458-2.6 Modular Joint: Furnish modular joints meeting the requirements of this Section. Submit manufacturer certification that modular joint components meet the following, with the latest edition of AASHTO LRFD Bridge Design Specifications or as required by the Contract, for temporary seals. Submit watertight seal details for the splice. Shop inspection will be conducted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/4580206.impl.pdf?sfvrsn=dd55b021_0RCoverStatement
Specifications for Road and Bridge Construction. DISTRIBUTION OF EXEMPT PUBLIC DOCUMENTS: It, . Structure is defined in Section 334.03(27), F.S., as “a bridge, viaduct, tunnel, causeway, approach, to safety inspection under Section 335.074, F.S.” A roadway is not otherwise a structure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/rcoverstatement.pdf?sfvrsn=3f760cf1_1PublicHearing_FLAGLER COUNTY_Summary_2025-2029
for Project 446939-1 $442,750 447118-1 - SR 5/US 1 OVER PELLICER CREEK BRIDGE REPLACEMENT Type of Work: BRIDGE REPLACEMENT Phase Funding Source 2025 2026 2027 2028 2029 Right of Way Federal $25,000, FLAGER WEIGH STATION - INSPECTION BARN UPGRADES Type of Work: MCCO WEIGH STATION STATIC/WIM Phase, 2029 Bridge/Roadway/Contract Maintenance State $256,272 Total for Project 244172-1 $256,272, Bridge/Roadway/Contract Maintenance State $86,940 $89,548 $97,072 Total for Project 413615-5 $86,940
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_flagler-county_summary_2025-2029.pdf?sfvrsn=7e56a282_1E21Q1
No: N/A Total Roadway Length: 0.000 Miles Contract Days: 400 Total Bridge Length: 0.043 Miles Letting, CLASS II, BRIDGE SUPERSTRUCTURE CY 105.800 0400- 2- 5 CONCRETE CLASS II, BRIDGE SUBSTRUCTURE CY 26.800, , BRIDGE 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, - 20- 1 PILE INSPECTION, DRIVEN PILE EA 12.000 0455- 35- 22 STEEL PILING, 24" DIA. PIPE LF 630.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21q1.pdf?sfvrsn=a7e243ae_1E21Q1-06-11-25
No: N/A Total Roadway Length: 0.000 Miles Contract Days: 400 Total Bridge Length: 0.043 Miles Letting, CLASS II, BRIDGE SUPERSTRUCTURE CY 105.800 0400- 2- 5 CONCRETE CLASS II, BRIDGE SUBSTRUCTURE CY 26.800, , BRIDGE 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, - 20- 1 PILE INSPECTION, DRIVEN PILE EA 12.000 0455- 35- 22 STEEL PILING, 24" DIA. PIPE LF 630.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jun11/e21q1-06-11-25.pdf?sfvrsn=1d014825_14620000.impl
Load and Resistance Factor Design, AASHTO LRFD Bridge Design Specifications Section 5, and limitations of selected PT system. Include all inlets, outlets, high point outlet inspection details, anchorage inspection details, permanent anchorage caps, protection system materials, remove duct end caps until duct is incorporated into the bridge component, visual inspection means, at no additional cost to the Department, to ensure duct interior is water free
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4620000.impl.pdf?sfvrsn=fcd5fdfc_0Section 9.2 VII-122
, Part 637 – Construction Inspection and Approval, Subpart B – Quality Assurance Procedures, of Transportation Standard Specifications for Road and Bridge Construction (Specifications). Florida, for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency will be based on the following items: (1) When the specified 28-day, be equal to or less than 5%. (3) Previous Plant inspections, correction of any deficiencies noted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-9-2-vii-122.pdf?sfvrsn=401b5686_2Section92V2-722cln
. The inspection frequency shall be a minimum of once every six (6) months or less. These inspections, – Construction Inspection and Approval, Subpart B – Quality Assurance Procedures for Construction American, Specifications for Road and Bridge Construction (Specifications). Florida Department of Transportation, . The Plants may request a reduced scheduling frequency for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency will be based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section92v2-722cln.pdf?sfvrsn=611ec496_2Section92V2-724cln
. The inspection frequency shall be a minimum of once every six (6) months or less. These inspections, – Construction Inspection and Approval, Subpart B – Quality Assurance Procedures for Construction American, Specifications for Road and Bridge Construction (Specifications). Florida Department of Transportation, . The Plants may request a reduced scheduling frequency for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency will be based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section92v2-724cln.pdf?sfvrsn=74f18d00_1Section92V2-724
– Construction Inspection and Approval, Subpart B – Quality Assurance Procedures for Construction American, Specifications for Road and Bridge Construction (Specifications). Florida Department of Transportation, request a reduced scheduling frequency for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency will be based on the following, to or less than 5%. (3) Previous Plant inspections, correction of any deficiencies noted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section92v2-724.pdf?sfvrsn=df65ee91_1Section92V2-722
Operations, Part 637 – Construction Inspection and Approval, Subpart B – Quality Assurance Procedures, of Transportation Standard Specifications for Road and Bridge Construction (Specifications). Florida, frequency for the Plant inspections from the District Materials and Research Engineer (DMRE). The reduced inspection scheduling frequency will be based on the following items: (1) When the specified, of variation shall be equal to or less than 5%. (3) Previous Plant inspections, correction of any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/redline/section92v2-722.pdf?sfvrsn=aa76e876_13460000.impl
be substituted for a lower aggressive environmental condition. TABLE 1 BRIDGE SUPERSTRUCTURES Component, TABLE 1 BRIDGE SUPERSTRUCTURES Component Slightly Aggressive Environment Moderately Aggressive, Type I Type I, Type II, Type IP, or Type IS Type II (MH) BRIDGE SUBSTRUCTURE, DRAINAGE STRUCTURES, , excluding Class II (Bridge Deck), the coarse and fine aggregate gradation requirements set forth, ) II (Bridge Deck) 4,500 3 (b) III (e) 5,000 3 (b) III (Seal) 3,000 8 IV (d)(f) 5,500 3 (b) IV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/3460000.impl.pdf?sfvrsn=785cf5ee_0PublicHearing_DISTRICTWIDE_Summary_2027_2031
2027 2028 2029 2030 2031 Bridge/Roadway/Contract Maintenance State $525,000 Total for Project 243844-1 $525,000 244932-1 - BRIDGE INSPECTION OFF FED AID SYSTEM BY CONSULTANTS Type of Work: BRIDGE, $1,241,530 $10,000 $1,241,530 $10,000 244937-1 - BRIDGE INSPECTION ON FEDERAL AID SYSTEM BY CONSULTANT, $437,277 $5,000,000 452190-1 - CFRC 5-YEAR PROGRAM TO REPLACE CULVERTS AND PERFORM VIDEO INSPECTION Type, BRIDGE REHABILIATION PE Type of Work: PRELIMINARY ENGINEERING Phase Funding Source 2027 2028 2029
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_districtwide_summary_2027_2031.pdf?sfvrsn=b0c138c6_128-08-mgodfrey-tampa-bay-effective-engagement
University. He started his career in bridge design in 2000 but soon moved into Construction Engineering and Inspection (CE&I).He has worked with FDOT and several local counties in the Tampa Bay area, Bridge Removed Managed Lanes from Further Consideration Transit Accommodations and Improvements, Bridge 18 Howard Frankland Bridge –Accommodations for Potential Future Transit 17 18 11/20/2025 10, Modified Projects in Designs 22 Howard Frankland Bridge Aesthetics Survey 21 22 11/20/2025 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-october/28-08-mgodfrey-tampa-bay-effective-engagement.pdf?sfvrsn=be68e6d_12024FDM140LumpSum
Sum Projects Examples of projects that may be good Lump Sum contracting candidates: (1) Bridge painting (2) Bridge projects (3) Fencing (4) Guardrail (5) Minor Intersection improvements, ) Projects with subsoil earthwork (4) Concrete pavement rehabilitation projects (5) Major bridge, tip/drilled shaft elevations on bridge projects. Note: This is the predicted elevation to achieve, Agreements and Work Orders on Contingency Supplemental Agreements. Construction inspection personnel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm140lumpsum.pdf?sfvrsn=d87d77d2_12024FDM140LumpSum
candidates: (1) Bridge painting (2) Bridge projects (3) Fencing (4) Guardrail (5) Minor Intersection, ) Major bridge rehabilitation/repair projects where there are many unknown quantities (6) JPA Projects, should not be used. (7) Anticipated pile tip/drilled shaft elevations on bridge projects. Note, Orders on Contingency Supplemental Agreements. Construction inspection personnel should, is not required. Focus should be on inspection and achieving a quality final product. For example
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm140lumpsum.pdf?sfvrsn=de0cb43f_1RTOC
Construction Operations 353-001 Concrete Slab Replacement Maintenance of Traffic 370-001 Bridge Approach, Concrete Sidewalk and Driveways 440-002 Underdrain Inspection Box 522-001 Concrete Sidewalk 443-001, Traffic Control Devices for Movable Span Bridge Signals 536-002 Guardrail Transitions and Connections, Bridge Treatment 635-001 Pull and Splice Boxes 700-107 Bridge Weight Restrictions 639-001 Service Point Details 700-108 Typical Signing for Truck Weigh and Inspection Stations 639-002 Electric Power
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rtoc.pdf?sfvrsn=c8fe4ca3_2McCannP
inspection, sampling and testing of various roadway and bridge construction materials from stabilized subgrade to bridge deck pours. Project Engineer: assigned to mini contracts in Broward County, and 4 Office staff, in the administration of all road and bridge construction projects in Broward, and Supplemental Agreements. Meet periodically with FHWA to perform joint inspection of on-going projects, staff, in the administration of all road and bridge construction projects in Broward County totaling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/mccannp.pdf?sfvrsn=1128728_92025FDM140LumpSum
) Bridge painting (2) Bridge projects (3) Fencing (4) Guardrail (5) Minor intersection improvements, bridge rehabilitation/repair projects where there are many unknown quantities (6) JPA projects, pile tip/drilled shaft elevations on bridge projects. Note: This is the predicted elevation, inspection personnel should not be required to document quantities except for asphalt and other items, ” Estimated Quantities Report is not required. The focus should be on inspection and achieving
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm140lumpsum.pdf?sfvrsn=272e6407_22025FDM140LumpSum
candidates include: (1) Bridge painting (2) Bridge projects (3) Fencing (4) Guardrail (5) Minor, projects (5) Major bridge rehabilitation/repair projects where there are many unknown quantities (6, columns should not be used. (7) Anticipated pile tip/drilled shaft elevations on bridge projects. Note, Agreements and Work Orders on Contingency Supplemental Agreements. Construction inspection personnel, Quantities Report is not required. The focus should be on inspection and achieving a quality final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm140lumpsum.pdf?sfvrsn=feef0194_1