1780 search results for bridge inspection
3460200-722origind
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_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_02024 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_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-informationAcronyms_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_1CH 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_1E8V47
No: N/A Total Roadway Length: 8.922 Miles Contract Days: 1093 Total Bridge Length: 0.353 Miles Letting, /BRIDGES (44411115201 BRIDGE ID 870170) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870171) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870172) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID 870180) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (44411115201 BRIDGE ID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/febru/e8v477ae26e243bfc4fd18b89a98f5767ffbe.pdf?sfvrsn=e81e214b_1E3W23Addendum004
Standards Existing Bridge Plans and Inspection Reports Bridge Inspection Report (January 2018, for SR 30 (US 98) OVER ST ANDREWS BAY ICWW BRIDGE NO. 460019 Bay County, FL Financial Projects, : . . . . . . .................................................................................. 4 8 U. Construction Engineering and Inspection, Requirements (SP1050813DB) Structures Foundations (SP4550000DB) Value Added Bridge Component (DEV475, Plans and Design Documentation Dupont Bridge Concept Plans Dupont Bridge Concept CADD Files
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum004.pdf?sfvrsn=e3521d92_1Section86V2-723cln
, 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_2787.06 Implementation Matrix
inspection (“CEI”) agreements. 287.055; 337.107; 337.1075 375-030-003, Professional Services, . Road, bridge, rest area, and weigh station construction and maintenance, roadside mowing, building, , bridge repair, facility repair, and debris removal agreements. Emergency Declaration, necessaryNo action necessaryNo action necessary T Major road and bridge Central Office let
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/pdf/787-06-implementation-matrix.pdf?sfvrsn=4be04802_14580206.origind
, P.E., State Specifications Engineer SUBJECT: Proposed Specification: 4580206 Bridge Deck Joints, Attachment 4580206 All Jobs BRIDGE DECK JOINTS. (REV 3-1-17) SUBARTICLE 458-2.6 is deleted, . Joint systems must be designed in accordance with the latest edition of AASHTO LRFD Bridge Design, for the splice. Shop inspection will be conducted at the discretion of the Engineer in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4580206.origind.pdf?sfvrsn=f44d858d_0E3W23Addendum003
: Sign Standards Existing Bridge Plans and Inspection Reports Bridge Inspection Report (January 2018, NUMBER: E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge, ANDREWS BAY ICWW BRIDGE NO. 460019 Bay County, FL Financial Projects Number(s): 442667-1-52-01, . Construction Engineering and Inspection: . . . . . . . . ................................................... 4, ) Value Added Bridge Component (DEV475) Road Weather Information System (RWIS) (DEV 688) Duplex
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum003.pdf?sfvrsn=c94fe7e7_1PublicHearing_MIAMI_DADE COUNTY_Summary
Operations Program: Aviation 429271-5 - MIAMI INT'L AIRPORT PERIMETER ROAD BRIDGE REPLACEMENT Type of Work, 405133-4 - MDT - FTA SEC 5307 METRORAIL & METROMOVER GUIDEWAY BRIDGE INSPECTNS Type of Work: FIXED, $7,500 $7,500 $7,500 251688-1 - SR 836/I-395 FROM WEST OF I-95 TO MACARTHUR CSWY BRIDGE Type of Work: BRIDGE-REPLACE AND ADD LANES Phase Funding Source 2025 2026 2027 2028 2029 Design Build Federal, $6,000,000 Total for Project 418423-6 $6,000,000 422713-5 - VENETIAN CAUSEWAY BRIDGE #874461 Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d6_documents/publichearing_miami_dade-county_summary.pdf?sfvrsn=c801358d_10090103SLLS.FHWA
Projects less than $2,000,000 and less than 2,000 tons of asphalt - Streamline Lump Sum. For Bridge, and less than 2,000 tons of asphalt - Streamline Lump Sum. For Bridge repair/rehab projects, contact, of asphalt - Streamline Lump Sum. For Bridge repair/rehab projects, contact the DCE prior to use. Do, : Upon final inspection and final acceptance of the Contract as provided in 5-10 and 5-11, and subject, 2,000 tons of asphalt - Streamline Lump Sum. For Bridge repair/rehab projects, contact the DCE prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/0090103slls.fhwa.pdf?sfvrsn=19afbc39_00070101.impl
, and a person to contact to arrange a site inspection. Submit this notification sufficiently, and description (minimum of one per major water control structure). 7-2.3.2 Bridge Clearances, described in the U.S. Coast Guard Owner’s Certification of Bridge Completion. The certified survey must, Equipment on Bridge Structures: The Contractor’s Engineer of Record shall analyze the effect of imposed loads on bridge structures, within the limits of a construction contract, resulting from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/0070101.impl.pdf?sfvrsn=3f083a99_0