2219 search results for bridge inspection
Florida Department of Transportation Highlights 2023 Accomplishments in Florida's Transportation Infrastructure
and an estimated 10,000 downed trees of varying sizes within 12 hours, and bridge inspections on all state-owned, million for bridge maintenance repairs and replacements, $210.1 million for safety initiatives, $334.4, Bridge Inspectors and 224 Cut and Toss crew members, and staged nearly 250 pieces of major equipment, Bridge Replacement project in Northwest Florida will construct two new parallel bridges over, Warren Bridge Shared Use Path in Northeast Florida provides a dedicated pathway separated from road
https://www.fdot.gov/info/co/news/2023/122920233460202.FHWA
Office. TABLE 1 BRIDGE SUPERSTRUCTURES Component Slightly Aggressive Environment Moderately, IS Type II (MH), Type IL, or Ternary Blend BRIDGE SUBSTRUCTURE, DRAINAGE STRUCTURES AND OTHER STRUCTURES, I and Class II, excluding Class II (Bridge Deck), the coarse and fine aggregate gradation, ) STRUCTURAL CONCRETE I (a) 3,000 3 (b) I (Pavement) 3,000 2 II (a) 3,400 3 (b) II (Bridge Deck) 4,500, and free from voids. At the direction of the Engineer, excavate the drilled shaft for inspection. Obtain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/3460202.fhwa.pdf?sfvrsn=1a28e582_0PublicHearing_DISTRICTWIDE_Summary_2025-2029
2026 2027 2028 2029 Bridge/Roadway/Contract Maintenance State $1,050,000 $525,000 Total for Project 243844-1 $1,050,000 $525,000 244932-1 - BRIDGE INSPECTION OFF FED AID SYSTEM BY CONSULTANTS Type, $523,246 $523,246 $625,295 $625,295 $625,295 244937-1 - BRIDGE INSPECTION ON FEDERAL AID SYSTEM, 241110-1 $352,000 $252,000 $352,000 $350,000 $350,000 241124-1 - DISTRICTWIDE BRIDGE REHABILIATION, - STRUCTURES MAINTENANCE MISCELLANEOUS BRIDGE DECK/APPROACH SLAB REPAIR Type of Work: BRIDGE-REPAIR
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_2025-2029.pdf?sfvrsn=fe77c0d5_14620000-723impl
and Resistance Factor Design, AASHTO LRFD Bridge Design Specifications Section 5, , high point inspection port details, anchorage inspection details, permanent anchorage caps, into the bridge component. 3. Ship capped duct in bundles that are covered during transport and storage. 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/4620000-723impl.pdf?sfvrsn=c30e5c44_14620000.origind
of State Highway and Transportation Officials Load and Resistance Factor Design, AASHTO LRFD Bridge, all inlets, outlets, high point outlet inspection details, anchorage inspection details, permanent, is incorporated into the bridge component. (c)3. Ship capped duct in bundles that are covered during, visual inspection means, at no additional cost to the Department, to ensure duct interior is water, to facilitate visual inspection and verification that no voids or bleed are present in the tendon mockup
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4620000.origind.pdf?sfvrsn=3e50aa00_0drainagedesignguide2024withTransmittal
– Bridge Hydraulics 5.1.4: Added FDM references, and new subsection for Canal Right-of-Way. Chapter, Channel Chapter 4 Culvert Chapter 5 Bridge Hydraulics Chapter 6 Storm Drains Chapter 7 Exfiltration, of a bridge containing the embankment at each end of the bridge. Abutments may be sloped or vertical, of water surface elevation induced upstream from a bridge, culvert, dike, dam, another stream, of Special Hazard Areas. NHW Normal High Water. For bridge hydraulics, the water stage associated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide2024withtransmittal.pdf?sfvrsn=8d5272dd_1drainagedesignguide2024
Introduction Chapter 2 Hydrology Chapter 3 Open Channel Chapter 4 Culvert Chapter 5 Bridge Hydraulics, , and detention storage. Abutment The portion of a bridge containing the embankment at each end of the bridge. Abutments may be sloped or vertical. Accretion The build-up of land or bottom elevation, a bridge, culvert, dike, dam, another stream at a higher stage, or other similar structures, through 80. Part 65 pertains to mapping of Special Hazard Areas. NHW Normal High Water. For bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/drainagedesignguide2024.pdf?sfvrsn=a5320a94_1SS4000100
of removable forms to form concrete bridge decks between beams and between the webs of individual, in design details of bridge structural members that support stay-in-place forms, showing all revisions, in accordance with the requirements of this Article. Ensure that pads, bearing areas of bridge seats, extending more than 2 feet (a) Class II (Bridge Deck) 7days** 75** (b)ClassII(OtherthanBridgeDeck, ) meet the finish and smoothness requirements of 400-15.2.5.3 and 400-15.2.5.5. When an existing bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4000100.pdf?sfvrsn=61af12fc_03460202.origind
to the Engineer for testing by the State Materials Office. TABLE 1 BRIDGE SUPERSTRUCTURES Component, , Type IL, Type II, Type IP, or Type IS Type II (MH), Type IL, or Ternary Blend BRIDGE, size of 1.5 inch as two components. For Class I and Class II, excluding Class II (Bridge Deck, II (a) 3,400 3 (b) II (Bridge Deck) 4,500 3 (b) III (e) 5,000 3 (b) III (Seal) 3,000 8 IV (d)(f, , excavate the drilled shaft for inspection. Obtain approval from the Engineer before placing any additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/3460202.origind.pdf?sfvrsn=b207cf43_2oom_20240630_floridabridgeinformation_3rdqtr
Florida Bridge Information DISTRICT COUNTY BRIDGE OWNER STRUCTURE NAME ROADWAY ADT FACILITY CROSSED YEAR BUILT RECONSTRUCTED NBI RATING HEALTH INDEX SUFFICIENCY RATING LAST INSPECTION, CBCI-9554,314Outfall196920131/25/20238368.01 Friday, June 28, 2024Page 1 of 231 NBI=National Bridge Inventory ADT=Average Daily Traffic SD=Structurally Deficient FO=Functionally Obsolete DISTRICT COUNTY BRIDGE OWNER STRUCTURE NAME, RATING LAST INSPECTION Central FloridaBrevard700100 State Highway Agency3-8X5X197
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20240630_floridabridgeinformation_3rdqtr.pdf?sfvrsn=8751fca9_1E1W50Addendum003
PROJECT DESCRIPTION: Hollandtown Road over Lake Dale Branch Bridge Replacement FINANCIAL PROJECT, Request for Proposal – ADDENDUM NO. 32 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge, – ADDENDUM NO. 32 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January February 27330, and Proposals from Proposers for the bridge replacement of Hollandtown Rd. Bridge over Lake Dale Branch (Bridge Number 064054) in Hardee County. For the purpose of Project Specific Liability Insurance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50addendum003.pdf?sfvrsn=99177843_1PublicHearing_DISTRICTWIDE_Summary_2024-2028
$525,000 Total for Project 243844-1 $13,356 $1,050,000 $525,000 244932-1 - BRIDGE INSPECTION OFF, INSPECTION ON FEDERAL AID SYSTEM BY CONSULTANT Type of Work: BRIDGE-ROUTINE MAINTENANCE Phase Funding, VIDEO INSPECTION Type of Work: RAIL SAFETY PROJECT Phase Funding Source 2024 2025 2026 2027 2028, $252,000 $252,000 $252,000 241124-1 - DISTRICTWIDE BRIDGE REHABILIATION PE Type of Work: PRELIMINARY, 417738-2 $2,443,931 $1,953,603 $1,534,980 429556-1 - SR 44 OVER ST JOHNS RIVER BRIDGE# 110063
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.pdf?sfvrsn=3a2c060b_4oom_20240103_floridabridgeinformation_1stqtr
Florida Bridge Information DISTRICT COUNTY BRIDGE OWNER STRUCTURE NAME ROADWAY ADT FACILITY CROSSED YEAR BUILT RECONSTRUCTED NBI RATING HEALTH INDEX SUFFICIENCY RATING LAST INSPECTION, CBCI-9554,314Outfall196920131/25/20238368.01 Wednesday, January 3, 2024Page 1 of 230 NBI=National Bridge Inventory ADT=Average Daily Traffic SD=Structurally Deficient FO=Functionally Obsolete DISTRICT COUNTY BRIDGE OWNER STRUCTURE, SUFFICIENCY RATING LAST INSPECTION Central FloridaBrevard700100 State Highway Agency3-8X5X197
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20240103_floridabridgeinformation_1stqtr.pdf?sfvrsn=c032aa2d_1oom_20240402_floridabridgeinformation_2ndqtr
Florida Bridge Information DISTRICT COUNTY BRIDGE OWNER STRUCTURE NAME ROADWAY ADT FACILITY CROSSED YEAR BUILT RECONSTRUCTED NBI RATING HEALTH INDEX SUFFICIENCY RATING LAST INSPECTION, CBCI-9554,314Outfall196920131/25/20238368.01 Tuesday, April 2, 2024Page 1 of 230 NBI=National Bridge Inventory ADT=Average Daily Traffic SD=Structurally Deficient FO=Functionally Obsolete DISTRICT COUNTY BRIDGE OWNER STRUCTURE NAME, RATING LAST INSPECTION Central FloridaBrevard700100 State Highway Agency3-8X5X197
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20240402_floridabridgeinformation_2ndqtr.pdf?sfvrsn=559efab7_1MATT (31) - MASH TL3 - Manual
™ System Routine Inspection Checklist (File with Maintenance Records, ” [787 mm], or rigid or semi-rigid barriers, (i.e. concrete barrier, thrie beam, wall or bridge pier, , (i.e., concrete barrier, wall or bridge pier) a semi to rigid barrier transition will be required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/matt-(31)---mash-tl3---manual.pdf?sfvrsn=b7d36cbc_1oom_20231002_floridabridgeinformation_4thqtr
Florida Bridge Information DISTRICT COUNTY BRIDGE OWNER STRUCTURE NAME ROADWAY ADT FACILITY CROSSED YEAR BUILT RECONSTRUCTED NBI RATING HEALTH INDEX SUFFICIENCY RATING LAST INSPECTION, Monday, October 2, 2023Page 1 of 229 NBI=National Bridge Inventory ADT=Average Daily Traffic SD=Structurally Deficient FO=Functionally Obsolete DISTRICT COUNTY BRIDGE OWNER STRUCTURE NAME ROADWAY, LAST INSPECTION Central FloridaBrevard700100 State Highway Agency3-8X5X197
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20231002_floridabridgeinformation_4thqtr.pdf?sfvrsn=71d32110_1E4X64-R0
Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2024-25 (SECTION 7-13) FOR INSURANCE LIMITS. Page 6, E431- 1- 35 PIPE LINER, SLIP LINER, 61” AND GREATER LF 10.000 E432- 4- STORM SEWER INSPECTION (VIDEO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/nov01/e4x64-r0.pdf?sfvrsn=7ae29c2_1RCoverStatement
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/2026/rcoverstatement.pdf?sfvrsn=44a41dc0_11050813-724origind
testing, inspection of the construction activities and oversight of the foundation construction, piles for a period of not less than three years including at least three Department bridge projects, Department bridge projects. The experience may have been obtained while working under the supervision
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/1050813-724origind.pdf?sfvrsn=1562951f_11050813-724origind
testing, inspection of the construction activities and oversight of the foundation construction, piles for a period of not less than three years including at least three Department bridge projects, Department bridge projects. The experience may have been obtained while working under the supervision
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/1050813-724origindbb9f7482-fbec-48c0-9cf6-23235cbaa827.pdf?sfvrsn=be526b80_1