1780 search results for bridge inspection
PublicHearing_MARION COUNTY_Summary
- I-75 WILDWOOD WEIGH STATION - INSPECTION BARN UPGRADES Type of Work: MCCO WEIGH STATION STATIC/WIM, Phase Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract Maintenance State $592,906, of Work: ROUTINE MAINTENANCE Phase Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract, : ROUTINE MAINTENANCE Phase Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract Maintenance, of Work: ROUTINE MAINTENANCE Phase Funding Source 2026 2027 2028 2029 2030 Bridge/Roadway/Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/publichearing_marion-county_summary3c04d692-edff-4b42-81af-c2c1021a6de6.pdf?sfvrsn=f67619a2_2ICYMI - Governor DeSantis Issues Updates on State Response as Tropical Storm Debby Moves Out of North Florida
conditions. Northbound Howard Frankland Bridge has reopened 2 lanes of traffic. Resources, for damages and other concerns. 69 Bridge Inspectors Teams are in the field & have performed over 1,300 inspections. Cut & Toss: 125 crews in the field & have performed Cut & Toss, drivers to download the FL511 app or visit FL511.com for road/bridge closures and potential, Bridge Rd. All lanes closed. Pinellas County I-275/Sunshine Skyway Bridge – All lanes closed
https://www.fdot.gov/info/co/news/2024/08052024-22007Book
i FLORIDA DEPARTMENT OF TRANSPORTATION Standard Specifications for Road and Bridge, Specifications for Road and Bridge Construction, 2007, are hereby approved for application on highway, Pavement............................... 354 370 Bridge Approach Expansion Joints, ....................................................................................575 506 Bridge Drainage System, .............................................................................................. 849 TIMBER PRODUCTS AND MATERIALS 951 Inspection of Timber Products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/ebook/2007book.pdf?sfvrsn=f0438065_03460203-723FHWA
as Class I (Seal), Class I (Pavement), Class II, Class II (Bridge Deck), Class III, Class III (Seal, (Pavement) (1) 3,000 0.50 1.5 or 3 II (3) 3,400 0.53 3 (2) II (Bridge Deck) 4,500 0.44 3 (2, ) , and II, and III (Seal) 470 II (Bridge Deck), III (12) , IV, IV (Drilled Shaft), V, V(Special, Surface Resistivity Test: Ensure that the Class II (Bridge Deck), Class IV, Class V, Class V, operations. Based on the inspection results of the field demonstration mockup, the acceptance of using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3460203-723fhwa.pdf?sfvrsn=23f6c294_2Design Standards 2000
00240s1-2of2.pdf Skimmer For Outlet Control Structures 245 1 of 1 00245s01.pdf Underdrain Inspection Box 250, 306 1 of 1 00306s01.pdf Bridge Approach Expansion Joint - Concrete Pavement 307 1 of 1 00307s01.pdf, Signing For Truck Weigh & Inspection Stations 17344 1-6 of 6 17344s1-6of6.pdf School Signs, of 1 17357s01.pdf Bridge Weight Restrictions 17359 1 of 1 17359s01.pdf Rural Narrow Bridge Treatment, Devices 17890 1-3 of 3 17890s1-3of3.pdf Traffic Control Devices For Movable Span Bridge Signals
https://www.fdot.gov/roadway/ds/00/stds.shtmDesign Standards 2002
240.pdf Skimmer For Outlet Control Structures 245 1 of 1 245.pdf Underdrain Inspection Box 250 1-2, Joints 306 1 of 1 306.pdf Bridge Approach Expansion Joint - Concrete Pavement 307 1 of 1 307.pdf, Typical Signing For Truck Weigh & Inspection Stations 17344 1-6 of 6 17344.pdf School Signs & Markings, 17356.pdf Span Wire Mounted Sign Details 17357 1 of 1 17357.pdf Bridge Weight Restrictions 17359 1 of 1 17359.pdf Rural Narrow Bridge Treatment * ROADWAY LIGHTING * 17500 1-3 of 3 17500.pdf Conventional
https://www.fdot.gov/roadway/ds/02/stds.shtmDesign Standards 2004
241.pdf Skimmers For French-Drain Outlets 245 1 of 1 245.pdf Underdrain Inspection Box 250 1-2 of 2, Joints 306 1 of 1 306.pdf Bridge Approach Expansion Joint - Concrete Pavement 307 1-3 of 3 307.pdf, Signing For Truck Weigh & Inspection Stations 17344 1-6 of 6 17344.pdf School Signs & Markings 17345 1-4, Span Wire Mounted Sign Details 17357 1 of 1 17357.pdf Bridge Weight Restrictions 17359 1 of 1 17359.pdf Rural Narrow Bridge Treatment * ROADWAY LIGHTING * 17500 1-3 of 3 17500.pdf Conventional Lighting
https://www.fdot.gov/roadway/ds/04/stds.shtmD5-01-04-24BSN
Specifications for Road and Bridge Construction, or as amended by the project Specifications Package, in the most current edition of the Department’s Standard Specifications for Road and Bridge, -online- ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction, Project(s): 44985615201(*) Federal Aid No: N/A Total Roadway Length: Contract Days: 150 Total Bridge, under this Contract consist of bridge deck epoxy overlay, header repair, and join rehabilitation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jan04/d5-01-04-24bsn.pdf?sfvrsn=f2f69240_10070101.origind
to arrange a site inspection. ProvideSubmit this notification sufficiently in advance of planned, of one per major water control structure). 7-2.3.2 Bridge Clearances for Projects under the Authority, Guard Owner’s Certification of Bridge Completion. The certified survey must be signed and sealed, . SUBARTICLE 7-7.5 is deleted and the following substituted: 7-7.5 Contractor’s Equipment on Bridge Structures: The Contractor’s Engineer of Record shall analyze the effect of imposed loads on bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0070101.origind.pdf?sfvrsn=61ab4bae_0FDOT_RSP_CH 5_Oct2023_ADA
, 1027.90, 1032.30 57 State of Good Repair RR Bridge Maintenance and Rehab 4 SFRC Bridges Inspection, Bank ▪ Department Owned Railroad Bridge Management Program ▪ Transportation Regional Incentive, ▪ Department Owned Railroad Bridge Management Program ▪ Local or regional funds and payments, ▪ Department Owned Railroad Bridge Management Program ▪ Transportation Regional Incentive, Terminal $ - $657,267,000 Capacity Rail - Track Upgrade $ - $110,000,000 Capacity RR Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/rail/rail-system-plan-2023/rsp-october-version/fdot_rsp_ch-5_oct2023_ada.pdf?sfvrsn=1b63d0b8_2Seg 1 - 4. Mullins - Estimate Grout Volume ACP
, grout head required by FDOT 2020 Standard Specifications for Road and Bridge Construction, Section, pile length (5ft or 10% for non-bridge foundations). • Vo l ume 3: Incremental Vo l u me, 115, in field inspection logs, the as-built volume of grout in the excavation remains largely unknown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/conference/grip/2023/seg-1---4-mullins---estimate-grout-volume-acp.pdf?sfvrsn=eedf8697_1Documents and Publications
/A Traffic Operations (850) 410-5600 Standard Criteria for the Uniform Inspection of Rest Areas, Welcome Centers Download Handbook $4.50 Maintenance (850) 410-5757 Standard Plans for Road and Bridge, for Road and Bridge Construction (All Years) Download Manual N/A Program Management (850) 414-4110
https://www.fdot.gov/publications/publications.shtmHistorical Item Averages Market Area 11
STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 0108 2 4 $11,205.25 $56,026.26 5.000 EA N, 1 $4,500.00 $37,800.00 8.400 CY N CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE 0400 4 8 1 $2,380.00, ? Description 0415 1 5 1 $10.00 $10,020.00 1,002.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0415 1 8 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/reports/historical-item-average-costs-reports/moving/market-area/pdf/historical-item-averages-market-area-11.pdf?sfvrsn=d7caea62_193460402-723origind
element indicating the bridge or structure number, location and type of element, least dimension, ID number assigned to each element indicating bridge number, element type, element size, summaries and graphs, and results of the visual inspection of each element. For a group of elements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3460402-723origind.pdf?sfvrsn=c5317e9b_1FDOT_RSP_CH 5_ADA
▪ Florida New Starts Transit Program ▪ State Infrastructure Bank ▪ Department Owned Railroad Bridge, operations ▪ State regional and urban rail transit funding ▪ Department Owned Railroad Bridge, impacts from passenger rail projects ▪ State Infrastructure Bank ▪ Department Owned Railroad Bridge, Rail - Track Upgrade $ - $110,000,000.00 Capacity RR Bridge Maintenance and Rehab, $475,643,301.00 $ - State of Good Repair RR Bridge Maintenance and Rehab $167,337.00 $ - State of Good
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/rail/rail-system-plan-2023/fdot_rsp_ch-5_ada.pdf?sfvrsn=b7b08c33_1plans - Pinellas Sheriff
, REQUEST A FINAL INSPECTION AND A NOTICE OF FINAL ACCEPTANCE. 14. ALL CONSTRUCTION AND/OR MAINTENANCE, , THE GENERAL ROADWAY AND TRAFFIC DESIGN STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, PLANS, AND INSPECTIONS, AND IS SATISFIED AS TO THE QUALITY AND QUANTITY OF MATERIALS RECEIVED. 2.4 ANY AND ALL MATERIALS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/test/approved-lpr/plans---pinellas-sheriff.pdf?sfvrsn=766cf1c3_1DgnStds2StdPlans.FHWA
the requirements of the Department’s Standard Specifications for Road and Bridge Construction, may include non-destructive testing methods. 350-12.5.2 Bridge Approach Expansion Joints: Construct in accordance with Designthe Standard Plans, Index No. 306370-001. 350-17.3 Bridge Approach Expansion Joint: The quantity to be paid for will be plan quantity, in feet of bridge approach, Standard Specifications for Road and Bridge Construction and implemented modifications hereto when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/dgnstds2stdplans.fhwa.pdf?sfvrsn=d69c8e0b_0DgnStds2StdPlans.origind2
Specifications for Road and Bridge Construction and implemented modifications thereto when performing any, . 350-12.5.2 Bridge Approach Expansion Joints: Construct in accordance with Designthe Standard Plans, Index No. 306370-001. 350-17.3 Bridge Approach Expansion Joint: The quantity to be paid for will be plan quantity, in feet of bridge approach expansion joint installed in accordance, of the Department’s Standard Specifications for Road and Bridge Construction and implemented modifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/dgnstds2stdplans.origind2.pdf?sfvrsn=3f986974_03460202.origind
or in mass concrete. TABLE 1 BRIDGE SUPERSTRUCTURES Component Slightly Aggressive Environment, ) Cast In Place TypeI TypeI,TypeII,Type IP,orTypeIS TypeII(MH) BRIDGE SUBSTRUCTURE, DRAINAGE, maximum size of 1.5 inch as two components. ForClassIandClassII,excludingClass II (Bridge Deck, for inspection. Obtain approval from the Engineer before placing any additional shafts. SUBARTICLE 346-3.4, at slumps between 7.5 inches to 10.5 inches. Perform inspection of the demonstration concrete during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3460202.origind.pdf?sfvrsn=2e3f856c_0Section94V2-723cln
– Construction Inspection and Approval, Subpart B – Quality Assurance Procedures for Construction. Florida, Department of Transportation Standard Specifications for Road and Bridge Construction, and results of the visual inspection of each element. 9.4.15 CRACK INSPECTION OF CONCRETE SURFACES, location and bridge number (3) The number of each type of mass concrete element (4) Dimensions, sequential identification code for each element indicating the bridge number, location of element, type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section94v2-723cln.pdf?sfvrsn=e88444c1_2