1780 search results for bridge inspection
2024 District One Letting and Project Information
Meeting Attendance Supplements Proposal ID County Major Work Type Addendum E1W13 Sarasota Bridge Repair, ) E1W79 Okeechobee Bridge Repair/ Rehabilitation E1W80 Collier Resurface I-75 (SR 93) E1W81 Manatee, Addendum E1W84 Glades Bridge Repair/Rehabilitation E1W85 Charlotte Resurfacing 1 E1X47-R0 Highlands, E1X54-R0 Polk Pipe Desilting, Repair, Inspection and Mapping 2024 Award
https://www.fdot.gov/contracts/district-offices/d1/lettings/2024/2024-district-one-letting-and-project-informationCH 6_redline_2025-02
are unique. TA funds cannot be used for road resurfacing. Bridge replacement or “BRZ” funds cannot be used outside the limits of the bridge. • Ensure the grant agreement scope captures all intended, by review of deliverables and/or field inspections. Status report submittals occurring more often
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/review/fy-2024-25/ch-6_redline_2025-02.pdf?sfvrsn=301d7482_1D4550000.do
. Correct any deficiencies found by the divers. Upon completion of inspection by the divers, the results of their underwater inspection before requesting authorization to place the seal concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4550000.do629e031f95d84a48930db5c06e373b1d.pdf?sfvrsn=19a57107_044737915201-PLANS-03-SIGNALIZATION
/Implemented/SpecBooks for Road and Bridge Construction at the following website: Florida Department, Standard Plans for Bridge Construction are included in the Structures Plans following website: http, are available at the Bridge Construction and applicable Interim Revisions (IRs). Florida Department, BR#130002 MP 4.032 - MP 4.065 BR#130053 MP 2.617 - MP 3.038 BRIDGE LIMITS: MP 2.143 - MP 2.181, THE FINAL INSPECTION, SEND A WRITTEN REQUEST 8. DAYS PRIOR TO SCHEDULING THE FINAL INSPECTION. RECORD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44737915201-plans-03-signalization.pdf?sfvrsn=39c67542_1Chapter 1: The Role of Rail in Statewide Transportation
of the FDOT Rail Bridge Program to execute the inspection, maintenance, repair, replacement, .................................................................................... 13 1.4.5 FDOT Rail Bridge Program, Program 1.4.5 FDOT Rail Bridge Program A developing program, the goal of the FDOT Rail Bridge, criteria for the identification, inspection, maintenance, design, and construction for FDOT’s rail bridges. The program is in the process of establishing a statewide Rail Bridge Management Plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/rail/rail-system-plan-2023/fdot_rsp_ch-1_ada.pdf?sfvrsn=418b35ea_5Design Standards 2008 Interim
– Dated 07/01/09: Added note for bridge name plate as note 2. 410 1 of 22 410.pdf CONCRETE BARRIER, to "Special Height Bicycle Railing". 851 1-2 of 2 851.pdf BRIDGE PEDESTRIAN/BICYCLE PICKET RAILING, of 2 861.pdf BRIDGE PEDESTRIAN/BICYCLE PICKET RAILING (ALUMINUM) - Dated 01/01/08: Changed, RAILING/SOUND BARRIER (8'-0") - Dated 01/01/09: Changed NAME, DATE AND BRIDGE NUMBER note, and "Ribbed, 17328.pdf TYPICAL SIGNING FOR TRUCK WEIGH AND INSPECTION STATIONS – Dated 07/01/08: Weigh
https://www.fdot.gov/roadway/ds/08/istds.shtmE8V47BidTabs
: 0005 0110 3 REMOVAL OF EXISTING STRUCTURES/BRIDGES 44411115201 BRIDGE ID 870170 (705.000) SF (LS, OF EXISTING STRUCTURES/BRIDGES 44411115201 BRIDGE ID 870171 (1260.000) SF (LS) 375,500.00000, /BRIDGES 44411115201 BRIDGE ID 870172 (731.000) SF (LS) 325,500.00000 325,500.00 1,000,000.00000, BRIDGE ID 870180 (1180.000) SF (LS) 375,500.00000 375,500.00 1,000,000.00000 1,000,000.00, STRUCTURES/BRIDGES 44411115201 BRIDGE ID 870381 (708.000) SF (LS) 325,500.00000 325,500.00 500,000.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/feb28/e8v47bidtabs.pdf?sfvrsn=8f0b6693_1FDOT_RSP_CH 2_ADA (Oct)
in Eustis, through a milepost equation at the Eustis Canal Bridge where milepost ASD 817.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/rail/rail-system-plan-2023/rsp-october-version/fdot_rsp_ch-2_ada-(oct).pdf?sfvrsn=d4351c09_2Workbook
) to: 5-1.1, 5-2, 5-7.6 SP0050501LS Lump Sum Projects INSPECTION. (REV 2-10-94) (1-10) Change(s) to: 5-9.1. SP0050901 Long bridge jobs (1500 feet or longer); modify to suit January 2010 Workbook…..5, ) Change(s) to: 455-5, 455-7.2, 455-7.8, 455-11, 455-12. SP4550510A All Bridge projects with square, Bridge projects with square, prestressed concrete pile foundations, without test piles, ) to: 450-10.3.2.3. SS4501003 All Jobs 452 PRECAST SEGMENTAL BRIDGE CONSTRUCTION. (REV 6-4-07
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/workbook.pdf?sfvrsn=4ee1cb26_0D6-03-27-2025BSN
consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, ’s Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized, - ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction and the Special, Total Bridge Length: 0.000 Miles Letting Date: 03/27/25 Total Proposal Length: 2.432 Miles Contract, /A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/mar27/d6-03-27-2025bsn.pdf?sfvrsn=74f3386a_1Workbook-114FINAL
INSPECTION. (REV 2-10-94) (1-14) Changes to: 5-9.1. SP0050901 Long bridge jobs (1500 feet, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS for ROAD and BRIDGE CONSTRUCTION JANUARY, and less than 2,000 tons of asphalt - Streamline Lump Sum. Do not use with SP0040100LS. For bridge, not use with SP0040100. For bridge repair/rehab projects, contact the District Construction Engineer, of asphalt - Streamline Lump Sum. Do not use with SP0090103LS. For bridge repair/rehab projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/workbook-114final.pdf?sfvrsn=c03ec928_0Workbook-114REDLINE
OF TRANSPORTATION STANDARD SPECIFICATIONS for ROAD and BRIDGE CONSTRUCTION JULY 2013 JANUARY 2014 WORKBOOK, of asphalt - Streamline Lump Sum. Do not use with SP0040100LS. For bridge repair/rehab projects, - Streamline Plan Quantity. Do not use with SP0040100. For bridge repair/rehab projects, contact, , 5-2, 5-7.6 SP0050501LS Lump Sum Projects INSPECTION. (REV 2-10-94) (1-131-14) Changes to: 5-9.1. SP0050901 Long bridge jobs (1500 feet or longer); modify to suit July 2012January 2014
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/workbook-114redline.pdf?sfvrsn=36d4202_0fdot-bed49-977-03-rpt
. FDOT Cracked Concrete Treatment Selection (Concrete Structures Other Than Bridge Decks, ) . . . . . . . . . . . . . . . . .......... 14 Table 5. FDOT Cracked Concrete Treatment Selection (Bridge Decks) (Abbreviations and Footnotes, cracked bridge decks. The advantages of using a polyurethane resin are the fast-curing time, little odor, suitable for cracked reinforced concrete bridge girders or when a major portion of a member must, , bridge decks and parking structures can be repaired using either a bonded overlay or surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed49-977-03-rpt.pdf?sfvrsn=fe59b27_1ScopeOfServices_StageII
/A) ....................................................................................................................................................... 42 10 STRUCTURES - BRIDGE, BRIDGE (N/A).................................................................. 42 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE (N/A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE (N/A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 14 STRUCTURES - STRUCTURAL STEEL BRIDGE (N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25112/scopeofservices_stageii.pdf?sfvrsn=81019660_1Chapter5s8Redline
References Standard Specifications for Road and Bridge Construction Federal-Aid Policy Guide, 23 Code, methods of material acceptance: 1) certification; 2) visual inspection; and 3) sampling and testing, into Witness-and-Hold projects. Visual Inspection may also be an alternate method of acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter5s8redline.pdf?sfvrsn=b76cc5c0_9SS5610000
Inspection: Meet the requirements of 560-5.3. 561-5 Qualifications. 561-5.1 Field Contractor: Meet, and sealed by a Contractor’s Engineer of Record qualified in Type Work Category 4.3, Complex Bridge, for inspection. All drawings and calculations must be submitted and accepted before any work begins. Include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5610000.pdf?sfvrsn=c43fcaa8_0SS5610000
Inspection: Meet the requirements of 560-5.3. 561-5 Qualifications. 561-5.1 Field Contractor: Meet, and sealed by a Contractor’s Engineer of Record qualified in Type Work Category 4.3, Complex Bridge, for inspection. All drawings and calculations must be submitted and accepted before any work begins. Include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5610000.pdf?sfvrsn=739e295e_0SS1040000
an appreciable number of stream crossings are necessary at any one location, use a temporary bridge or other, is required, the Engineer will base acceptance on visual inspection. The Contractor may use new or used, by the Engineer. 104-6.4.6.3 Inspection and Maintenance: Inspect all silt fences immediately after each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss1040000.pdf?sfvrsn=474755c0_0section115-012012
Officials (AASHTO)/AWS D1.5, Bridge Welding Code American Welding Society (AWS) D1.1/D1.1M, inspection/testing of steel and other miscellaneous metal products. 11.5.5 GENERAL INFORMATION, to the FDOT inspection agency. Topic No.: 675-000-000 Materials Manual Effective: January 20, 2012
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section115-012012.pdf?sfvrsn=26b840fd_14550701.FHWA
of fill. 14. Provide the make and model of the shaft inspection device, if applicable. 15. Details, Inspection Device (SID): When shown in the Plans, furnish all power and equipment necessary, of the excavation. Include all cost related to the inspection device in the cost of drilled shaft items, camera sealed inside a watertight bell housing. 2. Provides a clear view of the bottom inspection, inspection with voice annotation on a quality DVD with a resolution of not less than 720 x 480
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/4550701.fhwa.pdf?sfvrsn=19f4c507_0