2219 search results for bridge inspection
E8V66-04-25-25
Bridge Length: 0.319 Miles Letting Date: 04/25/25 Total Proposal Length: 22.379 Miles Contract, ) including roadway, drainage, signing and pavement markings, lighting, signalization, ITS, bridge, 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 2,267.000 0400- 2- 10 CONCRETE CLASS II, APPROACH SLABS CY 1,436.400 0400- 4- 5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 849.400 0400- 4- 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 1,130.100 0400- 7- 1 BRIDGE DECK GROOVING SY 8,510.000 0400- 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr25/e8v66-04-25-25.pdf?sfvrsn=540dc70d_12025_FHWA_ER_PRESENTATION
. Permanent Repairs • Detailed Damage Inspection Reports (DDIR) • Debris Removal, . • Restore essential traffic. • Example: If a bridge washes out and there is a detour available, there is no viable detour, then installing a temporary bridge could be considered an Emergency Repair. 1 8, Emergency Re l i ef Detailed Damage Inspection Report (DDIR) 24 DDIR Exa m p l e Page 1, • Additional Notes • Signatures 26 DDIR Exa m p l e Detailed Damage Inspection Re p o r t • What
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lp/2025_fhwa_er_presentation.pdf?sfvrsn=77bd5a77_12025FDMPart1DevelopmentProcess
………………………………………. Select Status (10) Existing Bridge Inspection Report………………………… Select Status (11, . , Signature Date 3 Form 121-A Form 121-A Bridge Development Report Submittal Checklist Project Name, Manager ITEMS STATUS (b) (1) Typical Sections for Roadway and Bridge (a) ….…………. Select Status (2) Roadway Plans in Vicinity of Bridge (a) ….………………... Select Status (3) Maintenance of Traffic Requirements (a) ….…………….… Select Status (4) Bridge Hydraulics Report (c) ….…………………………….. Select
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdmpart1developmentprocess.pdf?sfvrsn=d7551279_102026FDMPart1DevelopmentProcess
Status (9) Existing Bridge Plans………………………………………. Select Status (10) Existing Bridge Inspection, : • 110……….. Proprietary Product Certification • 121-A…….. Bridge Development Report Submittal, been certified to be met. , Signature Date Form 121-A Form 121-A 4 Bridge Development Report, No NHS Yes No Date FDOT Project Manager ITEMS STATUS (b) (1) Typical Sections for Roadway and Bridge (a) ….…………. Select Status (2) Roadway Plans in Vicinity of Bridge (a) ….………………... Select
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdmpart1developmentprocess.pdf?sfvrsn=42d17502_12024FDMPart1DevelopmentProcess
…………………………... (9) Existing Bridge Plans………………………………………. (10) Existing Bridge Inspection Report, item.” Identify any conditions and limitations: , Signature Date Form 121-A Form 121-A Bridge, for Roadway and Bridge (a) ….…………. (2) Roadway Plans in Vicinity of Bridge (a) ….………………... (3) Maintenance of Traffic Requirements (a) ….…………….… (4) Bridge Hydraulics Report (c) ….…………………………….. (5) Geotechnical Report (c) ….………………………………….. (6) Bridge Corrosion Environmental Report (c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdmpart1developmentprocess.pdf?sfvrsn=48773aa3_4SS4100000
concrete quality control testing and inspections in accordance with 346-9.2, in a laboratory meeting the requirements of 6-9. 410-3.2 Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality, cover or 8 inches for 3 inch concrete cover. Perform a bridge load rating in accordance, ’sEngineerofRecordperforms any bridge load rating and the design for any Special Designs and signs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4100000e6abcce6dd034dfb80f68aa1020cfbe3.pdf?sfvrsn=acf8e54a_0SS4100000
concrete quality control testing and inspections in accordance with 346-9.2, in a laboratory meeting the requirements of 6-9. 410-3.2 Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality, cover or 8 inches for 3 inch concrete cover. Perform a bridge load rating in accordance, ’sEngineerofRecordperforms any bridge load rating and the design for any Special Designs and signs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4100000.pdf?sfvrsn=c3fb2191_0SS0050104
documentation of the inspections to the Engineer within 24 hours of the inspection ARTICLE 5-2 (Page 40, the AASHTO Guide Design Specifications for Bridge Temporary Works and Construction Handbook for Bridge, and constructed in accordance with its signed and sealed erection plan. Perform daily inspections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss0050104.pdf?sfvrsn=78679155_0SS0050104
documentation of the inspections to the Engineer within 24 hours of the inspection ARTICLE 5-2 (Page 40, the AASHTO Guide Design Specifications for Bridge Temporary Works and Construction Handbook for Bridge, and constructed in accordance with its signed and sealed erection plan. Perform daily inspections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss0050104231698b1ff434adfab7a12b738fa8a7f.pdf?sfvrsn=e15f09fb_03460200-722origind
Extremely Aggressive Environment (1) Bridge Superstructures Precast Superstructure and Prestressed, , Type II, Type IP, or Type IS Type II (MH), Type IL, Type IT or Ternary Blend Bridge Substructures, are designated as Class I, Class I (Pavement), Class II, Class II (Bridge Deck), Class III, Class III (Seal, (2) I (Pavement) (1) 3,000 0.50 1.5 or 3 (3) II (13) 3,400 0.53 3 (2) II (Bridge Deck, (Bridge Deck), III (1) , IV, IV (Drilled Shaft), V, V(Special), VI and VII 600 550 510 Notes: (1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3460200-722origind.pdf?sfvrsn=c881d0ac_42024 District Three Letting and Project Information
Major Work Type Addendum E3W06 Holmes, Washington Bridge Repair/Rehab Prequalification required, County Major Work Type Addendum E3W79 Wakulla Bridge Repair Prequalification is required to bid, Video Inspection This contract has a budget estimate of $100,000. July 11, Proposal ID County Major Work Type Addendum E3V75 Santa Rosa Bridge Repair/Rehab Prequalification is required to bid on this project. E3X08 Walton Bridge Repair/Rehab Prequalification is required
https://www.fdot.gov/contracts/district-offices/d3/lettings/2024/2024-district-three-letting-and-project-informationE21Q0
No: N/A Total Roadway Length: 0.000 Miles Contract Days: 630 Total Bridge Length: 0.114 Miles, CLASS II, BRIDGE SUBSTRUCTURE CY 210.000 0400- 2- 10 CONCRETE CLASS II, APPROACH SLABS CY 17.200 0400, REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 284,808.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 24,273.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB 3,138.000 0455- 20- 1 PILE INSPECTION, 1,025.000 0458- 1- 11 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I POURED JOINT WITH BACKER ROD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21q0.pdf?sfvrsn=2801274d_1E21Q0-06-11-25
No: N/A Total Roadway Length: 0.000 Miles Contract Days: 630 Total Bridge Length: 0.114 Miles, CLASS II, BRIDGE SUBSTRUCTURE CY 210.000 0400- 2- 10 CONCRETE CLASS II, APPROACH SLABS CY 17.200 0400, REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 284,808.000 0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 24,273.000 0415- 1- 9 REINFORCING STEEL- APPROACH SLABS LB 3,138.000 0455- 20- 1 PILE INSPECTION, 1,025.000 0458- 1- 11 BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I POURED JOINT WITH BACKER ROD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jun11/e21q0-06-11-25.pdf?sfvrsn=2288378e_1Acronyms_073124_clean
Biological Assessment BAR Bureau of Archaeological Research BDR Bridge Development Report BEBR Bureau of Economic and Business Research BHR Bridge Hydraulic Report BIA U.S. Bureau of Indian Affairs BIR Bridge Inspection Report BLM Bureau of Land Management BMAP Basin Management Action Plan BMP, BPAG Bridge Permit Application Guide BPLA Bureau of Public Lands Administration BRR Bridge, Construction Control Line CCEI Consultant Construction Engineering and Inspection CE Categorical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/acronyms_073124_clean.pdf?sfvrsn=d9c09eed_12023 District Seven Letting and Project Information
Major Work Type Addendum E7P11 Hillsborough Resurfacing 1 E7P17 Pinellas Bridge - Repair, E7P77 Hillsborough Bridge - Repair/Rehabilitation Prequalification Required E7P93 Hillsborough, Required E7Q29-R0 Districtwide Desilting and Video Inspection of Storm Sewer, County Major Work Type Addendum E7Q31 Hillsborough Bridge Repair/Rehabilitation Prequalification, Inspection E7Q67-R0 Hernando Mowing, Litter Removal, Edging 2023 Award & Posting
https://www.fdot.gov/contracts/district-offices/d7/lettings/2023/2023-district-seven-letting-and-project-informationDistrict One Letting and Project Information
Repair E1X59-R0 Lee Pipe Inspection, Cleaning, Repair and Ditch Pavement Repairs E1X60 Lee, Meeting Attendance Supplements Proposal ID County Major Work Type Addendum E1W90 Collier Bridge, and Replacement E1X66 Lee Halfway Creek Bridge Deck Maintenance and Repair March, ) E1X71 Sarasota Bascule Bridge Rehabilitation E1X72 Lee Bridge Repair/Rehabilitation E1X77 Manatee, Collier Pavement Only Resurface E1X76 Hendry Drainage Improvements E1X99 Lee Halfway Creek Bridge Deck
https://www.fdot.gov/contracts/district-offices/d1/lettings/dist-letting-project-info.shtm2025 District One Letting and Project Information
Inspection, Cleaning, Repair and Ditch Pavement Repairs E1X60 Lee Performance Highway Lighting, Supplements Proposal ID County Major Work Type Addendum E1W90 Collier Bridge Repair/ Rehabilitation 1, Creek Bridge Deck Maintenance and Repair March 20, 2025 Important, Bridge Rehabilitation E1X72 Lee Bridge Repair/Rehabilitation E1X77 Manatee Pavement Only Resurface, E1X76 Hendry Drainage Improvements E1X99 Lee Halfway Creek Bridge Deck Maintenance and Repair
https://www.fdot.gov/contracts/district-offices/d1/lettings/2025/2025-district-one-letting-and-project-informationSection86V2-723cln
, and inspection and testing of production concrete. Obtain flowing concrete from a concrete plant listed, MNL 116 Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge, in flowing concrete QC inspection and testing activities. E. The proposed inspection and test, and sequences that are addressed in the QC Plan. Perform inspection and testing of the field, values. Perform post-placement inspection of the mockup after removal of the forms. Examine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section86v2-723cln.pdf?sfvrsn=8c5b0f0e_2CH 20_redline_2025-02
structures not commonly used by the Department. In addition, all complex bridges and bridge types, by three primary factors: 1) highway system location, 2) total project cost, and 3) bridge/structures, of the FDOT Standard Specifications for Road and Bridge Construction and implemented modifications, for adequate project inspections. • Form FHWA-1273. Each set of specifications shall include Form
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/review/fy-2024-25/ch-20_redline_2025-02.pdf?sfvrsn=e65dd8c4_1CHAPTER 20
design structures not commonly used by the Department. In addition, all complex bridges and bridge, by three primary factors: 1) highway system location, 2) total project cost, and 3) bridge, of the FDOT S tandard S pecifications f or Road and Bridge Construction and implemented, on the contractor and may not be substituted for adequate project inspections. • Form FHWA-1273. Each set
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