2219 search results for bridge inspection
2023 BOE Manual
uses historical bid data from prior projects. Bridge Culvert: Box culvert measuring more than 20 feet, which produces detailed construction cost estimates for roadway and bridge projects. Designer, for roadway and bridge projects. Lump Sum: Projects bid as one pay item that represents the detailed, with the FDOT Standard Specifications for Road and Bridge Construction or Contract Documentation. Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2023-boe-manual.pdf?sfvrsn=3244e10b_1NASSAU COUNTY_TWOP2026-2030 WPPH_BY DESCRIPTION_11-13-2024_SUBJECT TO CHANGE
SUBJECT TO CHANGE NASSAU COUNTY Highways 447175-1 - CRANDALL ROAD OVER MCQUEEN SWAMP BRIDGE #744304 Type of Work: BRIDGE REPLACEMENT Phase Funding Source 2026 2027 2028 2029 2030 Construction, Total for Project 453893-3 $350,700 447863-1 - I-95 YULEE WEIGH STATION - INSPECTION BARN UPGRADES, Bridge/Roadway/Contract Maintenance State $192,424 $198,773 $205,333 Total for Project 456004-1, Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract Maintenance State $72,360 $74,534
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-description/nassau-county_twop2026-2030-wpph_by-description_11-13-2024_subject-to-change.pdf?sfvrsn=24367233_1NASSAU COUNTY_TWP2026-2030 WPPH_BY ITEM_11-13-2024_SUBJECT TO CHANGE
- CRANDALL ROAD OVER MCQUEEN SWAMP BRIDGE #744304 Type of Work: BRIDGE REPLACEMENT Phase Funding Source, for Project 447364-3 $1,923,434 $800,405 447863-1 - I-95 YULEE WEIGH STATION - INSPECTION BARN, : ROUTINE MAINTENANCE Phase Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract Maintenance, : ROUTINE MAINTENANCE Phase Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract Maintenance, Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract Maintenance State $72,360 $74,534 Total
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-type/nassau-county_twp2026-2030-wpph_by-item_11-13-2024_subject-to-change.pdf?sfvrsn=c69cf6d2_1NASSAU COUNTY_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE
BRIDGE #744304 Type of Work: BRIDGE REPLACEMENT Phase Funding Source 2027 2028 2029 2030 2031, - INSPECTION BARN UPGRADES Type of Work: MCCO WEIGH STATION STATIC/WIM Phase Funding Source 2027, Type of Work: ROUTINE MAINTENANCE Phase Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway, Type of Work: ROUTINE MAINTENANCE Phase Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway, : LIGHTING Phase Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway/Contract Maintenance State $74,534
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-item/nassau-county_twp2027-2031-wpph_by-item_10-13-2025_subject-to-change.pdf?sfvrsn=98c278dd_1NASSAU COUNTY_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE
$10,000,000 447175-1 - CRANDALL ROAD OVER MCQUEEN SWAMP BRIDGE #744304 Type of Work: BRIDGE REPLACEMENT, Highways 447863-1 - I-95 YULEE WEIGH STATION - INSPECTION BARN UPGRADES Type of Work: MCCO WEIGH, Phase Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway/Contract Maintenance State $192,424, 2030 2031 Bridge/Roadway/Contract Maintenance State $74,534 $76,767 $79,071 Total for Project, MAINTENANCE Phase Funding Source 2027 2028 2029 2030 2031 Bridge/Roadway/Contract Maintenance State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-description/nassau-county_twp2027-2031-wpph_by-description_10-13-2025_subject-to-change.pdf?sfvrsn=744de9f0_1Historical Item Averages Market Area 11
LS N MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 0108 2 4 $24,166.46, , GRAVITY WALL INDEX 400-011 0400 2 4 1 $1,100.00 $1,535,820.00 1,396.200 CY N CONC CLASS II, BRIDGE, $717,640.00 326.200 CY N CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE 11/24/2025 Page: 5 Florida Department, , MASS, SUBSTRUCTURE 0400 7 1 1 $6.00 $32,136.00 5,356.000 SY N BRIDGE DECK GROOVING 0400 9 1 1 $6.00 $32,136.00 5,356.000 SY N BRIDGE DECK PLANING 0400147 1 $2,200.00 $79,200.00 36.000 CF N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-11.pdf?sfvrsn=e5cf1326_4OOM_20251203_FDOT-CBI-Team-Leaders
Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0124, of 6 Certified Bridge Inspector List Number First Name Last Name NSTM UW Expiration* CBI 0405, Harvey Certified No 4/25/2029 12/3/2025 www.fdot.gov Page 2 of 6 Certified Bridge Inspector List, No No 4/28/2027 12/3/2025 www.fdot.gov Page 3 of 6 Certified Bridge Inspector List Number First Name Last, . Certified Certified 9/18/2030 12/3/2025 www.fdot.gov Page 4 of 6 Certified Bridge Inspector List
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/in/oom_20251203_fdot-cbi-team-leaders.pdf?sfvrsn=2348ac6d_16410000.FHWA
for Road and Bridge Construction (SSRBC). This activity is a planned part of an ongoing specification, . Assume responsibility for performance of all quality control testing and inspections required, with the manufacturer recommended field installation instructions, inspection instructions (including recommended, and inspections required by Sections 346 and 450; however, the PCI personnel certifications are not required, , inspection instructions (including recommended schedules and procedures), and operating instructions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/6410000.fhwa.pdf?sfvrsn=eb168fac_0SS3460301
) 1.0 to 6.0 I (Pavement) 3,000 2 1.0 to 6.0 II (a) 3,400 3 (b) 1.0 to 6.0 II (Bridge Deck) 4,500, the responsibility for QC inspections on all phases of work. Ensure all materials and workmanship, sample. The Department may perform inspections in lieu of plastic properties tests of the precast, compliance with specification requirements. All QC activities, calculations, and inspections, production I (Pavement) 250 lane ft, or one day’s production, whichever is less II, II (Bridge Deck
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3460301.pdf?sfvrsn=8bd48be9_0drainagemanual2024withRevisions
for temporary drainage. Section 3.13.2 – Moved pipe inspection and siltation report to top of the list, and Bridge Construction (Standard Plans) , and Standard Specifications for Road and Bridge, Pipe Inspection and Siltation............................................. 3-19 3.11 Pipes Within, , within handicap drop curb locations or on curb returns. Do not place inlets in bridge approach, no overflow outlet other than the storm drain system (i.e., barrier wall, bridge abutment, cut sections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2024withrevisions.pdf?sfvrsn=90938a97_19600000.origind
with AASHTO LRFD Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications, anchorages in accordance with AASHTO LRFD Bridge Construction Specifications, or the Guideline, for inspection from either top or front of anchorage. Anchorages may be fabricated to facilitate both inspection locations or may be two separate anchorages of the same type, each providing singular inspection entry locations. 7. Geometry of grout and flexible filler outlets must facilitate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9600000.origind.pdf?sfvrsn=3778ec17_03460100-122impl
Environment Moderately Aggressive Environment Extremely Aggressive Environment (1) Bridge, , or Ternary Blend Bridge Substructures, Drainage Structures, and other Structures All Elements Type I, are designated as Class I, Class I (Pavement), Class II, Class II (Bridge Deck), Class III, Class III (Seal, ) 3,000 0.50 1.5 or 3 (3) II (1) 3,400 0.53 3 (2) II (Bridge Deck) 4,500 0.44 3 (2) III (4, Aggressive I, I (Pavement), II, and III (Seal) 470 II (Bridge Deck), III (1) , IV, IV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/3460100-122impl.pdf?sfvrsn=1a1c383c_23460100-122origind
Environment Moderately Aggressive Environment Extremely Aggressive Environment (1) Bridge, Blend Bridge Substructures, Drainage Structures, and other Structures All Elements Type I or Type, covered by this Section are designated as Class I, Class I (Pavement), Class II, Class II (Bridge Deck, (2) I (Pavement) 3,000 0.50 1.5 or 3 (53) II (1) 3,400 0.53 3 (2) II (Bridge Deck) 4,500, Slightly Aggressive I, I (Pavement), II, and III (Seal) 470 II (Bridge Deck), III (1) , IV, IV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/3460100-122origind.pdf?sfvrsn=224284a5_2SDB 24-01
. The welding inspection for the rehabilitation or modification for bridge structures should follow, in the upcoming 10th Edition of the AASHTO LRFD Bridge Design Specifications which provides, Displacement Amplification in Narrow I-Girder Bridge Units 15. Renumber Structures Design Guidelines Equation, . Design bridge widening or rehabilitation projects in accordance with SDG 7.3 and load rate in accordance with SDG 1.7. Do not isolate and evaluate the widened portion of the bridge separately from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/bulletins/2024/sdb-24-01.pdf?sfvrsn=e04a3368_1E8V40BidTabs
of roadway widening, milling and resurfacing, widening of Bridge No. 870397 over Caribbean Boulevard, OF EXISTING STRUCTURES/BRIDGES 43721115201 BRIDGE ID 870182 (310.000) SF (LS) 173,700.00000, STRUCTURES/BRIDGES 43721115201 BRIDGE ID 870395 (250.000) SF (LS) 170,250.00000 170,250.00 27,500.00000, 43721115201 BRIDGE ID 870397 (4893.000) SF (LS) 380,750.00000 380,750.00 485,388.95000 485,388.95 1,500,000.00000 1,500,000.00 0020 0110 3 REMOVAL OF EXISTING STRUCTURES/BRIDGES 43721115201 BRIDGE ID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/mar28/e8v40bidtabs.pdf?sfvrsn=23a97e1_1E3X19
No: N/A Total Roadway Length: 0.532 Miles Contract Days: 700 Total Bridge Length: 0.016 Miles, culvert at Dry Branch Creek will be replaced with a new bridge, Bridge No. 464172, within the project, - INSPECTION AND SETTLEMENT MONITORING (21791095201) LS 1.000 0108- 2- MONITOR EXISTING STRUCTURES- VIBRATION MONITORING (21791095201) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 218.700 0400- 2- 10 CONCRETE CLASS II, APPROACH SLABS CY 209.500 0400- 4- 5 CONCRETE CLASS IV, BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/e3x19.pdf?sfvrsn=1fb19577_1drainagemanual2025
– Updated reference to FDOT’s Bridge Scour Manual to replace the interim rock/clay scour procedure, and Bridge Construction (Standard Plans) , and Standard Specifications for Road and Bridge Construction, Inspection and Siltation...............................................3-19 3.11 Pipes within, not place inlets in bridge approach slabs. Topic No. 625-040-002 Effective: January 2025 Drainage Manual, no overflow outlet other than the storm drain system (i.e., barrier wall, bridge abutment, cut sections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2025.pdf?sfvrsn=8cd9b5d4_8E4X34-R0
/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2023-24 (SECTION 7-13) FOR INSURANCE LIMITS. Call Order, INSPECTION (VIDEO CAMERA) LF 1,000.000 E575- 1- SODDING SY 1,567.000 Page 3 Bid Solicitation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/feb04/e4x34-r0.pdf?sfvrsn=34923c36_1Documents and Publications
Inspection of Rest Areas, Welcome Centers Download Handbook N/A Maintenance (850) 410-5757 Standard Plans for Road and Bridge Construction Download Manual N/A Roadway Design (850) 414-4334 Standard Specification for Road and Bridge Construction (All Years) Download Manual N/A Program
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/documentlisting/documents-and-publicationsDistrict Six Letting and Project Information
Prequalification is not required E6P61 Miami-Dade Road and bridge sweeping on State Roads 5, 94, 825, 953, Traffic Operations Prequalification is required 1 E6P16 Monroe Bridge-Repair, Sheet MUST be submitted with the bid as an attachment. E6P68-R0 Miami-Dade Drainage Inspection
https://www.fdot.gov/contracts/district-offices/d6/lettings/letting-project-info.shtm