2219 search results for bridge inspection
D00900LS.do
, and Reinforcing Steel as stated in Division II of the 2000 Standard Specifications for Road and Bridge, Assurance Inspection Arrangements for Fabrication of Critical Items: In order to facilitate quality assurance inspection for fabrication of critical items, the Contractor must submit a fabrication schedule for all items requiring Commercial Inspection as stated in 460-23. The fabrication schedule must be submitted to the Department’s Commercial Inspection State Materials Office, with a copy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d00900ls.do.pdf?sfvrsn=7d4828b0_0Section11.3-042214_1-15WB
in Nondestructive Testing AASTHO/AWS D1.5 Bridge Welding Code AWS D1.1 Structural Welding Code, , inspection technique, acceptance criteria, and documentation of test results. Provide, inspections. C. Sectorial View is a 2D view of all A-scans from a specific set of elements corrected, to the beam angle or angles used during the inspection. This correction is found to be useful to compensate for surface path distance variations in angle beam inspections. 11.3.7 PERSONNEL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section11-3-042214_1-15wb.pdf?sfvrsn=4a744716_1Section113_042214
in Nondestructive Testing AASTHO/AWS D1.5 Bridge Welding Code AWS D1.1 Structural Welding Code, , inspection technique, acceptance criteria, and documentation of test results. Provide, inspections. C. Sectorial View is a 2D view of all A-scans from a specific set of elements corrected, to the beam angle or angles used during the inspection. This correction is found to be useful to compensate for surface path distance variations in angle beam inspections. 11.3.7 PERSONNEL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section113_042214.pdf?sfvrsn=79ef8674_1E4W82
Days: 274 Total Bridge Length: 0.000 Miles Letting Date: 01/05/24 Total Proposal Length: 4.548, structures (inspection, settlement, vibration), clearing (tree protection, tree trimming), concrete, . PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2023-24 (SECTION 7-13, - MOWING AC 125.100 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jan05/e4w82.pdf?sfvrsn=b66b1ba3_1Emergency Contracts - Milton
Maintenance Support Traffic Control Devices, LLC 407-869-5300 H2338 Bridge Safety Assessments AtkinsRealis, Constructors Corp. 407-277-8410 H5470 I4 EB & SR 536 Bridge Washout Superior Construction Co. SE, LLC, ) 433-8266 X0678 Pre-event Disaster Monitoring/Construction Engineering & Inspection KCI Technologies, Inc. (352) 428-0286 X0680 Pre-event Disaster Monitoring/Construction Engineering & Inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/hurricaneinfo/2024/milton/emergency-contracts-milton.pdf?sfvrsn=c4ae5a47_83340500FHWA
will accept the mix on the basis of visual inspection. The Engineer may require the Contractor to run, courses placed on bridge decks or approach slabs; compact these courses in static mode only per, tons, the Engineer will accept the mix on the basis of visual inspection. The Engineer may require, will not be performed on asphalt courses placed on bridge decks or approach slabs; compact these courses
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/3340500fhwa.pdf?sfvrsn=ffa70084_10060401-122FHWA
at a minimum: 1. Description of the defective materials. 2. Supporting information, testing or inspection, calendar day review period for all EARs associated with a category 2 bridge; tolling components, of the defective materials. 2. Supporting information, testing or inspection reports with nonconformities, associated with a category 2 bridge; tolling components identified in the current FDOT General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/0060401-122fhwa.pdf?sfvrsn=6e3e3d51_29600000.origind
Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications. 4. Test, in accordance with AASHTO LRFD Bridge Construction Specifications, or the Guideline for European Technical, Section 6.1.2-I. 6. Anchorages with grout or flexible filler outlets shall be suitable for inspection from either top or front of anchorage. Anchorages may be fabricated to facilitate both inspection locations or may be two separate anchorages of the same type, each providing singular inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9600000.origind.pdf?sfvrsn=34389ee_09600000.impl
with AASHTO LRFD Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications. 4. Test, in accordance with AASHTO LRFD Bridge Construction Specifications, or the Guideline for European, for inspection from either top or front of anchorage. Anchorages may be fabricated to facilitate both inspection locations or may be two separate anchorages of the same type, each providing singular inspection entry locations. 7. Geometry of grout and flexible filler outlets must facilitate access
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9600000.impl.pdf?sfvrsn=6cf342f9_01050813ind
, inspection of the construction activities and oversight of the foundation construction operations, piles for a period of not less than three years including at least three Department bridge projects, two years including at least three Department bridge projects. The experience may have been, Inspector and shall have experience in driven pile construction and inspection for a period
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/1050813ind.pdf?sfvrsn=8e2dcd38_1E8U45
/A Total Roadway Length: 4.690 Miles Contract Days: 1204 Total Bridge Length: 0.081 Miles Letting, , widening of Bridge Nos. 860490 and 860491 over Sample Rd, widening of Bridge No. 860492 over Canal 5, (43546115201 BRIDGE 860490) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE 860491) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE 860492) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 234.600 0400- 2- 10 CONCRETE CLASS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr09/e8u45.pdf?sfvrsn=c69645e9_1E8U45
/A Total Roadway Length: 4.690 Miles Contract Days: 1204 Total Bridge Length: 0.081 Miles Letting, , widening of Bridge Nos. 860490 and 860491 over Sample Rd, widening of Bridge No. 860492 over Canal 5, (43546115201 BRIDGE 860490) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE 860491) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43546115201 BRIDGE 860492) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 234.600 0400- 2- 10 CONCRETE CLASS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr16/e8u45325b695f-06a7-4783-811a-8c2422405caf.pdf?sfvrsn=e79268a2_1Drainage Manual Redlines
Manual (FDM) , Structures Design Guidelines (SDG) , Standard Plans for Road and Bridge Construction (Standard Plans) , and Standard Specifications for Road and Bridge Construction (Standard, Existing Pipe Inspection and Siltation...............................................3-20 3.11 Pipes, locations or on curb returns. Do not place inlets in bridge approach slabs. When an inlet, the storm drain system (i.e., barrier wall, bridge abutment, cut sections) must have flanking inlets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/chief-briefs/drainage-manual-redlines.pdf?sfvrsn=a2986a4b_34551501DB.origind
v i d e t h e make a n d model of the shaft inspection device, if applicable, and procedures for visual inspection. 15. D e t a i l s o f e n v i r o n mental c o n t r o l p r o c e d u r e s u s, excavation for bridge foundations and to measure the thickness of bottom sediment or any other debris, housing to rest vertically on the bottom of the excavation. Continuously videotape the inspection, housing. (b)Providesaclearview of the bottom inspection on a video monitor at the surface in real
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4551501db.origind.pdf?sfvrsn=216b7688_0Standard Plans - FY 2021-22 CADD (DGN - CEL)
FDOT Contract Plans Skip to Standard Plans for Bridge Construction Last updated: 10/30/2020, DGN Concrete Slab Replacement 308 370-001 DGN Concrete Slab Replacement Bridge, 206 440-001 DGN Underdrain 286 440-002 DGN Underdrain Inspection Box 245, Traffic Control Devices for Movable Span Bridge Signals 17890 509-070 DGN Railroad, Single Column Cantilever Ground Mounted Sign 11861 700-012 DGN Single Post Bridge
https://www.fdot.gov/design/standardplans/2022/dgns.shtmStandard Plans - FY 2023-24 CADD (DGN - CEL)
Standard Plans within FDOT Contract Plans Skip to Standard Plans for Bridge Construction Last updated, 305 353-001 DGN Concrete Slab Replacement 308 370-001 DGN Bridge Approach, 206 440-001 DGN Underdrain 286 440-002 DGN Underdrain Inspection Box 245, Control Devices for Movable Span Bridge Signals 17890 509-070 DGN Railroad Grade, 11861 700-012 DGN Single Post Bridge Mounted Sign Support 11870 700-013 DGN
https://www.fdot.gov/design/standardplans/2024/dgns.shtmStandard Plans - FY 2022-23 CADD (DGN - CEL)
Plans for Bridge Construction Last updated: 04 /12/2022 Standard Plans for Road, 308 370-001 DGN Bridge Approach Expansion Joint Concrete Pavement With Special Select, Underdrain Inspection Box 245 443-001 DGN French Drain 285 443-002 DGN, Construction Miscellaneous 508-T01 DGN Traffic Control Devices for Movable Span Bridge Signals, Single Post Bridge Mounted Sign Support 11870 700-013 DGN Single Post Median
https://www.fdot.gov/design/standardplans/2023/dgns.shtmStandard Plans - FY 2018-19 CADD (DGN - CEL)
FDOT Contract Plans Skip to Standard Plans for Bridge Construction Last Updated: 10/29/2021, Replacement Bridge Approach Expansion Joint Concrete Pavement With Special Select Soil Base, Inspection Box 245 443-001 DGN French Drain 285 443-002 DGN Skimmers, Miscellaneous 508-T01 DGN Traffic Control Devices for Movable Span Bridge Signals 17890, 700-012 DGN Single Post Bridge Mounted Sign Support 11870 700-013 DGN Single Post Median
https://www.fdot.gov/design/standardplans/2019/19dgns.shtmStandard Plans - FY 2024-25 CADD (DGN - CEL)
Plans for Bridge Construction Last updated: 11 /09/2022 Standard Plans for Road, 308 370-001 DGN Bridge Approach Expansion Joint Concrete Pavement With Special Select Soil, Inspection Box 245 443-001 DGN French Drain 285 443-002 DGN Skimmers, Miscellaneous 508-T01 DGN Traffic Control Devices for Movable Span Bridge Signals, Column Cantilever Ground Mounted Sign 11861 700-012 DGN Single Post Bridge Mounted Sign
https://www.fdot.gov/design/standardplans/2025/standard-plans---fy-2024-25-cadd-(dgn---cel)Standard Plans-FY 2025-26 CADD (DGN-CEL)
Standard Plans within FDOT Contract Plans Skip to Standard Plans for Bridge Construction Last updated, 305 353-001 DGN Concrete Slab Replacement 308 370-001 DGN Bridge Approach, 206 440-001 DGN Underdrain 286 440-002 DGN Underdrain Inspection Box 245 443-001, Construction Miscellaneous 508-T01 DGN Traffic Control Devices for Movable Span Bridge Signals, Ground Mounted Sign 11861 700-012 DGN Single Post Bridge Mounted Sign Support
https://www.fdot.gov/design/standardplans/2026/standard-plans-fy-2025-26-cadd-(dgn-cel)