2222 search results for bridge inspection
SS1020000
a drive through inspection immediately after set up. 3.Isonsiteduringall nighttime operations, inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly nighttime work activities of all traffic control, . Advisetheprojectpersonnelofthescheduleoftheseinspectionsandgivethem the opportunity to join in the inspection, ) being used. Include assurances in the inspection report that pedestrians are accommodated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000.pdf?sfvrsn=dd67c17f_0SS1020000
a drive through inspection immediately after set up. 3.Isonsiteduringall nighttime operations, inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly nighttime work activities of all traffic control, . Advisetheprojectpersonnelofthescheduleoftheseinspectionsandgivethem the opportunity to join in the inspection, ) being used. Include assurances in the inspection report that pedestrians are accommodated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000f4f1a13498ef4296b3fb2f5498901ec9.pdf?sfvrsn=4f3a0087_0SS1020000
. 2.Isonsiteduringallsetupandtakedown,andperforms a drive through inspection immediately after set up, . 6.Conductsdailydaytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly, the opportunity to join in the inspection as is deemed necessary. Submit a comprehensive weekly report, using, control devices (including pavement markings) being used. Include assurances in the inspection report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1020000.pdf?sfvrsn=55a505cc_0SS1103100
Maintenance Contracts including Road and Bridge Sweeping. 110-31 ROAD AND BRIDGE SWEEPING, ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping, to be swept include but are not limited to; curb and gutters, valley gutters, bridge decks and curbs, yards. Maintenance Contracts including Road and Bridge Sweeping. The Engineer or his representative, will not begin until the deficiency is corrected. Inspection and approval of the equipment by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/maintenance/ss1103100.pdf?sfvrsn=66922105_3SS1103100
Maintenance Contracts including Road and Bridge Sweeping. 110-31 ROAD AND BRIDGE SWEEPING, ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping, to be swept include but are not limited to; curb and gutters, valley gutters, bridge decks and curbs, yards. Maintenance Contracts including Road and Bridge Sweeping. The Engineer or his representative, will not begin until the deficiency is corrected. Inspection and approval of the equipment by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/ss1103100fc309182eac1418892b1f2ff88f5bf1f.pdf?sfvrsn=7d379bf9_3SS1103100
Maintenance Contracts including Road and Bridge Sweeping. 110-31 ROAD AND BRIDGE SWEEPING, ROAD AND BRIDGE SWEEPING 110-31.1 Description. Provide routine mechanized road and/or bridge sweeping, to be swept include but are not limited to; curb and gutters, valley gutters, bridge decks and curbs, unsatisfactory by the Engineer. Maintenance Contracts including Road and Bridge Sweeping. The mechanized, will not begin until the deficiency is corrected. Inspection and approval of the equipment by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/maintenance/finalized/ss110310052a75509-c459-472b-8b52-46542be89b07.pdf?sfvrsn=d0410b03_2SP1050813DB-723FHWA
for the project. Provide qualified and trained personnel to perform foundation testing, inspection, tests) used on the project on at least three Department bridge projects. 105-8.13.3 Dynamic, at least three Department bridge projects. This “responsible charge” experience shall include, for a period of not less than two years including at least three Department bridge projects. The experience, Inspector qualification. Inspectors assigned to monitor the construction of ACP for non-bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/sp1050813db-723fhwa.pdf?sfvrsn=bb34e6ff_1Design Standards eBook 2014
Skimmers for Frenchdrain Outlets 245 Underdrain Inspection Box 250 Straight Concrete, Bridge Approach Expansion Joint - Concrete Pavement 307 Miscellaneous Utility Details, DSR Guardrail Transitions for Existing Bridge Traffic Railing Retrofits IDS-403 404 DSR Guardrail Transitions - Existing Post & Beam Bridge Railings (Narrow & Recessed Curbs) IDS-404 DGN-404 405 Guardrail Transitions - Existing Post & Beam Bridge Railings (Wide Curbs) IDS-405 DGN-405
https://www.fdot.gov/roadway/ds/14/stds.shtmDesign Standards eBook 2015
245 Underdrain Inspection Box 250 Straight Concrete Endwalls - Single and Multiple, and Sidewalk Curb Ramps IDS-304 305 Concrete Pavement Joints 306 Bridge Approach Expansion Joint, for Existing Bridge Traffic Railing Retrofits IDS-403 404 Guardrail Transitions - Existing Post & Beam Bridge Railings (Narrow & Recessed Curbs) IDS-404 DGN-404 405 Guardrail Transitions - Existing Post & Beam Bridge Railings (Wide Curbs) IDS-405 DGN-405 410 Concrete Barrier Wall
https://www.fdot.gov/roadway/ds/15/stds.shtmChapter5s7Redline
of Federal Regulations (CFR)CFR, and Section 6, Standard Specifications for Road and Bridge Construction, Engineering and Inspection administered projects and the Consultant Project Manager on Consultant Construction Engineering and Inspection administered projects make every effort to obtain from the FHWA, Documentation Federal-Aid Project Requirements 5-7-5 5.7.11 FHWA Final Inspection Final inspection of a FHWA PODI project shall, whenever possible, include the FHWA Transportation Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter5s7redline.pdf?sfvrsn=4cb61a6b_3SS4620000
and Inspection: Perform all post-tensioning field operations under the direct supervision (crew foreman, of the selected post-tensioning system. Show all inlets, outlets, high point outlet inspection details, anchorage inspection details and permanent grout caps, protection system materials, with the proposed post-tensioning scheme meets the requirements of Section 5 of the AASHTO LRFD Bridge Design, is in compliance with the AASHTO LRFD Bridge Design Specifications. Test anchorages with the typical local
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4620000.pdf?sfvrsn=a042debd_01020100-723FHWA
on site during all set up and take down, and performs a drive through inspection immediately after set up, and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly nighttime work activities, . Advise the project personnel of the schedule of these inspections and give them the opportunity to join in the inspection as deemed necessary. The Department may disqualify and remove from the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/1020100-723fhwa.pdf?sfvrsn=b43fd612_21020100-723FHWA2
during all set up and take down, and performs a drive through inspection immediately after set up, and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly nighttime work activities, . Advise the project personnel of the schedule of these inspections and give them the opportunity to join in the inspection as deemed necessary. The Department may disqualify and remove from the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/1020100-723fhwa2.pdf?sfvrsn=1759a383_21020000Memo
. Is on site during all set up and take down, and performs a drive through inspection immediately, daily daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects with predominantly nighttime work, accommodations. Advise the project personnel of the schedule of these inspections and give them the opportunity to join in the inspection as deemed necessary. Pedestrians are to be accommodated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/review/internal/1020000memo.pdf?sfvrsn=d0a58701_2E8V33-02-13-25
(*) Federal Aid No: N/A Total Roadway Length: 6.200 Miles Contract Days: 1463 Total Bridge Length: 0.829, and incidentals necessary for roadway widening, reconstruction, milling, resurfacing, bridge, (40614385201 BRIDGE ID 930566) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614385201 BRIDGE ID 931018) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614385201 BRIDGE ID 934993) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 3,622.600 0400- 2- 10 CONCRETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/feb13/e8v33-02-13-25.pdf?sfvrsn=3dce8585_1CM-641-01 Camera Lowering Device
of Section 996 of the FDOT Standard Specifications for Road and Bridge Construction and all implemented, number. FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL, provide comments in this field. Physical Inspection TERL Test Cases (Steps): CLD002 (Step 2, . Physical Inspection TERL Test Cases (Steps): CLD002 (Step 3) FORMTEXT FORMTEXT Init, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-641-01-camera-lowering-device.docx?sfvrsn=307a5052_14500204.impl
, placement, post-placement inspections, curing, and disposition of products. Include in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test, records are available at all times for the Engineer’s inspection. SUBARTICLE 450-3.2 is deleted, b.TheAASHTO LRFD Bridge Design Specifications, edition with interims as referenced in Plans. c. T h e r
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4500204.impl.pdf?sfvrsn=b247d92f_0July 2021 Redline eBook
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, . Bridge. A structure, including supports, erected over a depression or over an obstruction, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length, not classified as a bridge that provides an opening under the roadway. Delay. Any unanticipated event, to make official inspections of the materials furnished and of the work performed by the Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/ebook/july-2021-redline-ebook.pdf?sfvrsn=bb9cad0a_4Design Standards eBook 2016
Skimmers for Frenchdrain Outlets DGN 245 Underdrain Inspection Box DGN 250, DGN 306 Bridge Approach Expansion Joint - Concrete Pavement DGN 307 Miscellaneous, for Existing Bridges IDS DGN 403 Guardrail Transitions for Existing Bridge Traffic Railing Retrofits IDS DGN 404 Guardrail Transitions - Existing Post & Beam Bridge Railings (Narrow & Recessed Curbs) IDS DGN 405 Guardrail Transitions - Existing Post & Beam Bridge Railings (Wide Curbs
https://www.fdot.gov/roadway/ds/16/stds.shtm5210000.origind
the barrier wall. Do not use permanent precast concrete barrier wall on bridge or box culvert structures, ; therefore, assume responsibility for performance of all quality control testing and inspections, and inspections using CTQP qualified testing personnel. Perform compressive strength testing, contraction joints at 15 to 30 foot intervals. For barrier wall on bridge structures or approach slabs, , with no deduction for expansion joints or open joints. Barrier wall on bridge structures and approach
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/5210000.origind.pdf?sfvrsn=2ea72056_0