2219 search results for bridge inspection
SS5803300
of workmanship will be determined during these inspections. Treat areas determined to be unacceptable, , pavement joints, guardrail, curb and gutter, signs, culvert ends, bridge abutments, sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/maintenance/ss5803300.pdf?sfvrsn=12f5bd40_3SS5803300
of workmanship will be determined during these inspections. Treat areas determined to be unacceptable, , pavement joints, guardrail, curb and gutter, signs, culvert ends, bridge abutments, sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/ss580330092aea0d9f285431e97c2de433bd1adca.pdf?sfvrsn=dbd71aef_3SS5803300
of workmanship will be determined during these inspections. Treat areas determined to be unacceptable, , pavement joints, guardrail, curb and gutter, signs, culvert ends, bridge abutments, sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/maintenance/finalized/ss5803300073dfe42-5003-458b-ae88-2baccc253907.pdf?sfvrsn=3f767aa6_2SS5803300
of workmanship will be determined during these inspections. Treat areas determined to be unacceptable, , pavement joints, guardrail, curb and gutter, signs, culvert ends, bridge abutments, sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/maintenance/finalized/ss5803300.pdf?sfvrsn=855db0d3_1SS5803300
of workmanship will be determined during these inspections. Treat areas determined to be unacceptable, , pavement joints, guardrail, curb and gutter, signs, culvert ends, bridge abutments, sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/ss5803300.pdf?sfvrsn=a9ecf2cf_1SS5803300
of workmanship will be determined during these inspections. Treat areas determined to be unacceptable, , pavement joints, guardrail, curb and gutter, signs, culvert ends, bridge abutments, sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/maintenance/finalized/ss5803300.pdf?sfvrsn=df40308c_1SS5803300
of workmanship will be determined during these inspections. Treat areas determined to be unacceptable, , pavement joints, guardrail, curb and gutter, signs, culvert ends, bridge abutments, sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/maintenance/finalized/ss5803300.pdf?sfvrsn=3688d49f_2Grant FAQ_10.17.25
Utilizing Investments to Leverage Development (BUILD) Grant Program Bridge Investment Program – Federal, delivery, FDOT will support federal environmental requirements, inspections, and other needs that would
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/discretionary-grant-resources/grant-faq_10-17-25.pdf?sfvrsn=cc7cb30e_1Structures Design Office Archived Bulletins Referenced Document
Preparation Manual July 27, 2012 (0.11MB) 12-12 Bridge Welding Inspection Requirements in the Structures, 17-10 / RDB 17-13 FY 2018-19 Standard Plans for Road and Bridge Construction Immediately Standard Plans July 19, 2017 (0.82MB) SDB 17-09 / PSB 17-01 Inclusion of FDOT Standard Plans for Bridge, and Bridge Construction - Index Crosswalk and Nomenclature Immediately Design Standards April 17, Immediately Design Standards March 1,2017 (0.23MB) SDM 17-01 FDOT Standard Plans for Road and Bridge
https://www.fdot.gov/structures/memos/archivedbulletins.shtm2018 Florida Greenbook
public utilities. It also provides space for construction and maintenance of the facility. Bridge, ". Resurfacing Work to place additional layers of surfacing on highway pavement, shoulders, bridge decks, ......................................................... 1-15 D.3.f Inspection and Evaluation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2018-florida-greenbook.pdf?sfvrsn=ae2fa78_3CM-620-02 Surge Protective Device for 120V or 120_240V Power
and Bridge Construction and all implemented modifications. The requirements listed on this matrix, comments in this field. Physical Inspection TERL Test Cases (Steps): SPD002 (Step 1) FORMTEXT, and Physical Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test, Review and Physical Inspection FORMTEXT Indicate location of requested information in submittal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-620-02-surge-protective-device-for-120v-or-120_240v-power.docx?sfvrsn=f2a8ea87_1Section83-060112
Topic No.: 675-000-000 Materials Manual Effective: May 19, 2005 Quality Assurance Inspection, (FAPG), Subchapter G – Engineering and Traffic Operations, Part 637 – Construction Inspection, Specifications for Road and Bridge Construction Section 450 Precast Prestressed Concrete Construction, 19, 2005 Quality Assurance Inspection of Precast/Prestressed Concrete Products Revised June 1, 2012, for verification inspection and testing. The compiled data must be summarized as shown on the attached
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section83-060112.pdf?sfvrsn=5c69b055_1Section8.3-060112
Topic No.: 675-000-000 Materials Manual Effective: May 19, 2005 Quality Assurance Inspection, (FAPG), Subchapter G – Engineering and Traffic Operations, Part 637 – Construction Inspection, Specifications for Road and Bridge Construction Section 450 Precast Prestressed Concrete Construction, 19, 2005 Quality Assurance Inspection of Precast/Prestressed Concrete Products Revised June 1, 2012, for verification inspection and testing. The compiled data must be summarized as shown on the attached
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section8-3-060112.pdf?sfvrsn=9da47d5e_13460000.FHWA
be substituted for a lower aggressive environmental condition. TABLE 1 BRIDGE SUPERSTRUCTURES, Environment 3460000.D01 All Jobs TABLE 1 BRIDGE SUPERSTRUCTURES Component Slightly Aggressive, IS Type II (MH) Cast In Place Type I Type I, Type II, Type IP, or Type IS Type II (MH) BRIDGE, . For Class I and Class II, excluding Class II (Bridge Deck), the coarse and fine aggregate gradation, CONCRETE I (a) 3,000 3 (b) I (Pavement) 3,000 2 II (a) 3,400 3 (b) II (Bridge Deck) 4,500 3 (b
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/3460000.fhwa.pdf?sfvrsn=f318b94c_04500204.origind
, concrete proportioning, pre-placement, placement, post-placement inspections, curing, and disposition of products. Include in the record keeping the deficiencies found as a result of the inspection, at all times for the Engineer’s inspection. SUBARTICLE 450-3.2 is deleted and the following, b.TheAASHTO LRFD Bridge Design Specifications, edition with interims as referenced in Plans. c. T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4500204.origind.pdf?sfvrsn=9ad462e2_0District 6 FY2026 Consultant Acquisition Plan Printable - 2-28-2025
Inspections Comments: 26603 AD Number: 3/3/2025 4/1/2025 4/7/2025 Advertise Longlist Shortlist 5/12/2025 7/31/2025 Final Selection Planned Execution 4.9 # of Months Contract Number: Bridge, Supervision & Inspections Comments: 26611 AD Number: 5/12/2025 6/11/2025 6/16/2025 Advertise, : Workmix: Project Description: SR 9A/I-95 over Miami River, Bridge 870356 Comments: 26622 AD Number, Selection Planned Execution 5.3 # of Months Contract Number: Bridge - Painting Active Procurement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/district-6-fy2026-consultant-acquisition-plan-printable---2-28-20257ff2a96c-baa3-4438-a402-e3c2768612d2_aca4bfcb-9d3d-4844-91cf-d0f6e2e31806.pdf?sfvrsn=6b1f4739_1District 6 FY2026 Consultant Acquisition Plan Printable - 2-28-2025
Inspections Comments: 26603 AD Number: 3/3/2025 4/1/2025 4/7/2025 Advertise Longlist Shortlist 5/12/2025 7/31/2025 Final Selection Planned Execution 4.9 # of Months Contract Number: Bridge, Supervision & Inspections Comments: 26611 AD Number: 5/12/2025 6/11/2025 6/16/2025 Advertise, : Workmix: Project Description: SR 9A/I-95 over Miami River, Bridge 870356 Comments: 26622 AD Number, Selection Planned Execution 5.3 # of Months Contract Number: Bridge - Painting Active Procurement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/district-6-fy2026-consultant-acquisition-plan-printable---2-28-2025_36f06d18-56e6-4410-a062-ecac52b77bda.pdf?sfvrsn=fda7b6c2_2FY2026 D6 Consultant Acquisition Plan
Inspections Comments: 26603 AD Number: 3/3/2025 4/1/2025 4/7/2025 Advertise Longlist Shortlist 5/12/2025 7/31/2025 Final Selection Planned Execution 4.9 # of Months Contract Number: Bridge, Supervision & Inspections Comments: 26611 AD Number: 5/12/2025 6/11/2025 6/16/2025 Advertise, 9A/I-95 over Miami River, Bridge 870356 Comments: 26622 AD Number: 10/20/2025 11/19/2025, # of Months Contract Number: Bridge - Painting Active Procurement Status: $704,970 Amount Actual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/fy2026-d6-consultant-acquisition-plan_b8f70681-b81b-4771-b8bf-9abf76bc95ec.pdf?sfvrsn=833b189f_1fdot-be932-rpt
Flexible filler, Post-tensioned bridge inspection, Ultrasound interferometry, Radiography 18, Final Report December 2023 Inspection of Flexible Filler Te ndons Principle Investigator, . Government Accession No. 3. Recipient Catalog No. 4 Title and Subtitle Inspection of Flexible Filler, This research focused on developing an inspection protocol for post-tensioning (PT) ducts employing flexible filler materials for corrosion protection in bridge applications. Historically
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-be932-rpt.pdf?sfvrsn=7d8196f5_1451026-1-Stage I Ad
AND MISCELLANEOUS TASKS AND DRAWINGS . . . . . . . . 39 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT (N/A) ............................................ 40 11 STRUCTURES - TEMPORARY BRIDGE (N, BRIDGE (N/A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE (N/A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 14 STRUCTURES - STRUCTURAL STEEL BRIDGE (N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/451026-1-stage-i-ad.pdf?sfvrsn=eab6f40e_1