2219 search results for bridge inspection
Richard_Nasrawy_CV
of multiple highway and bridge construction projects, ensuring compliance with FDOT standards. Coordinate, Assurance/Quality Control (QA/QC) processes for construction engineering and inspection (CEI), enhancing, of all highway and bridge construction projects on State roadways in Brevard County and parts of Orange
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/richard_nasrawy_cv.pdf?sfvrsn=f3376ca9_1E4Y44-R0
No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles, and not the contractor s bid total. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE, PERIODIC INSPECTION TYPE I & II EA 2.000 E544- 8- 2 CRASH CUSHION STANDARD MAINT (CLEAN, ADJ MAINTAIN) EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/oct03/e4y44-r0.pdf?sfvrsn=40400e29_1Project Management Resource Page
December 2021 Design Project Closeout December 2021 Projects Involving Bridge Demolition Form Form Website January 2024 Bridge Project Development April 2023 Typical Section(s, Construction Engineering and Inspection (CEI) Contracts November 2022 Alternative
https://www.fdot.gov/designsupport/pm/resourcepageProject Management Resource Page
Closeout December 2021 Projects Involving Bridge Demolition Form Form Website January 2024 Bridge Project Development April 2023 Typical Section(s) Packages FDM April 2023, and Inspection (CEI) Contracts November 2022 Alternative Contracting Methods November 2022
https://www.fdot.gov/fpo/pm/project-management-resource-page/project-management-resource-pageSection84V2-723cln
designs, and inspection and testing of production concrete. Obtain SCC from a concrete plant, 2007 Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge, and training of personnel who are involved in SCC QC inspection and testing activities. E. The proposed inspection and test methods for field trial and production batches. F. The adequacy, and sequences that are addressed in the QC Plan. Perform inspection and testing of the field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section84v2-723cln.pdf?sfvrsn=d403c97f_4Section83V2redln
of Transportation Standard Specifications for Road and Bridge Construction Section 450 Precast, ), Subchapter G – Engineering and Traffic Operations, Part 637 – Construction Inspection and Approval, they are responsible for verification inspection and testingwithin their jurisdiction. The compiled data must, not include uncorrected major defects that are revealed during inspection after delivery to the project, of the QC, and verification, and independent assurance inspection and testing must be increased
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section83v2redln.pdf?sfvrsn=8b7ad2b6_1drainagemanual2024
Manual (FDM) , Structures Design Guidelines (SDG) , Standard Plans for Road and Bridge Construction (Standard Plans) , and Standard Specifications for Road and Bridge Construction (Standard, Greater than 5 psi ............................................ 3-19 3.10.4 Existing Pipe Inspection, handicap drop curb locations or on curb returns. Do not place inlets in bridge approach slabs. When, other than the storm drain system (i.e., barrier wall, bridge abutment, cut sections) must have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2024.pdf?sfvrsn=8c0bb036_1DrainageManual2023
) , Structures Design Guidelines (SDG) , Standard Plans for Road and Bridge Construction (Standard Plans) , and Standard Specifications for Road and Bridge Construction (Standard Specifications, ............................................ 3-18 3.10.4 Existing Pipe Inspection and Siltation, , within handicap drop curb locations or on curb returns. Do not place inlets in bridge approach slabs, outlet other than the storm drain system (i.e., barrier wall, bridge abutment, cut sections) must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2023.pdf?sfvrsn=3d89a048_7drainagemanual2026
and Bridge Construction (Standard Plans), and Standard Specifications for Road and Bridge Construction, ............................................ 3-17 3.10.4 Existing Pipe Inspection and Siltation, or on curb returns. Do not place inlets in bridge approach slabs. When an inlet is located behind, system (i.e., barrier wall, bridge abutment, cut sections) must have flanking inlets on one or both
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2026.pdf?sfvrsn=714821c7_1TP-05-13-25BSN3
in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized, Specifications for Road and Bridge Construction and the Special Provisions for instructions, Length: 0.094 Miles Contract Days: 501 Total Bridge Length: 0.073 Miles Letting Date: 05/13/25, also include replacement of the Hempel Avenue bridge over SR 408 in Orange County. In addition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/tp-05-13-25bsn3.pdf?sfvrsn=8e376fad_1E4W88
: 233 Total Bridge Length: 0.000 Miles Letting Date: 02/02/24 Total Proposal Length: 6.542 Miles, (sediment barrier, inlet barrier), monitor existing structures (inspection, settlement, vibration, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2023-24 (SECTION 7-13) FOR INSURANCE LIMITS. Call, - INSPECTION AND SETTLEMENT MONITORING (44765415201) LS 1.000 0108- 2- MONITOR EXISTING STRUCTURES, SIGN, F&I BRIDGE MOUNT INDEX 11870/700-012, UP TO 12 SF AS 1.000 0700- 1- 50 SINGLE POST SIGN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/feb04/e4w88.pdf?sfvrsn=c9ab4617_1E1X04Addendum006
- As-Built Plans Bridge Plans 170129 I-75 SB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055431 Bridge Plans 170129 I-75 SB Over Sumter Blvd Widening - FPID 409210-1-52-01 - Doc #1055449 Bridge Plans 170130 I-75 NB Over Sumter Blvd Existing Plans – SPN 17075-3403 – Doc #1055432 Bridge Plans 170130 I-75 NB Sumter Blvd - FPID 409210-1-52-01 - Doc #1055450 Bridge Plans 170140 I-75 Over, the I-75 bridge. The proposed Toledo Blade Blvd. typical section will repurpose the pavement width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04addendum006.pdf?sfvrsn=f2efe1bb_1Revised Mussel PA with Amendment
, 5, and 6 with Reflected Changes Table 3: Bridge Construction: Component Activities, Effects, and Conservation Measures. Check “Yes” for all activities included in the project. BRIDGE, NEW, Bridge Demolition – Above Water B, C NLAA Bridge Demolition – Below Water A, B, C MA Bridge Substructure – In-Stream A, B, C MA Bridge Substructure – Outside Stream A, C NLAA Bridge Superstructure – Over Stream A, B, C NLAA Causeway (fill) A, C MA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/revised-mussel-pa-with-amendment_a9dfac49-ac95-4269-8059-7b6522b19623.pdf?sfvrsn=5f9986a0_0revised-mussel-pa-with-amendment
, 5, and 6 with Reflected Changes Table 3: Bridge Construction: Component Activities, Effects, and Conservation Measures. Check “Yes” for all activities included in the project. BRIDGE, NEW, Bridge Demolition – Above Water B, C NLAA Bridge Demolition – Below Water A, B, C MA Bridge Substructure – In-Stream A, B, C MA Bridge Substructure – Outside Stream A, C NLAA Bridge Superstructure – Over Stream A, B, C NLAA Causeway (fill) A, C MA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/revised-mussel-pa-with-amendment.pdf?sfvrsn=30e49f7e_1D5-05-07-24BSN 30 Day
and Bridge Construction, or as amended by the project Specifications Package or any Supplemental, edition of the Department’s Standard Specifications for Road and Bridge Construction. Insurance, -assist.shtm, Standard Specifications for Road and Bridge Construction and the Special Provisions, Bridge Length: 0.000 Miles Letting Date: 05/07/24 Total Proposal Length: 0.000 Miles Contract Execution, . The gates will be unlocked and ample time will be allotted for inspection. The site visits will begin
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/d5-05-07-24bsn-30-day.pdf?sfvrsn=2e14271f_2E8U76
Days: 1759 Total Bridge Length: 0.282 Miles Letting Date: 06/21/24 Total Proposal Length: 15.862, , reconstruction, milling, resurfacing, bridge improvements/replacements, toll site construction, lighting, - 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 930447) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 930565) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (40614355201 BRIDGE ID 931004) LS 1.000 0110- 3- REMOVAL OF EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jun21/e8u76.pdf?sfvrsn=4c689124_1D2-03-19-25BSN
in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, Specifications for Road and Bridge Construction. Insurance companies must be authorized to do, Specifications for Road and Bridge Construction and the Special Provisions for instructions, No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles, (*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/mar19/d2-03-19-25bsn.pdf?sfvrsn=5fe3856d_1Chapter_11
) Conducting inspection of slings and all fastenings. [29 CFR 1910.184(d)] (F) Welding operations. [29, . (E) Periodic inspections of dip tank facilities shall be conducted. (F) “NO SMOKING” signs shall, tasks: (1) Demounting of tires (including deflation) (2) Inspection of wheel components (3) Mounting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/industrialsafety/chapter_11.pdf?sfvrsn=49b454eb_1E21G0-R0
Days: 365 Total Bridge Length: 0.000 Miles Letting Date: 03/13/24 Total Proposal Length: 0.000, of the contract letting. The Vehicular Impact Attenuator inspections and cleaning will occur every April, (REPLACE) (TYPE ET 2000) EA 5.000 E536- 6- 46 END ANCHORAGE ASSEM (REPLACE) (BRIDGE) EA 3.000 E536- 6, (REPL GUARDRAIL BEAM) EA 1.000 E536-306-501 END ANCHOR ASSEM BRIDGE (REPL SPECIAL END SHOE) EA 3.000 E536-306-509 END ANCHOR ASSEM BRIDGE (REPL ANCHOR PANEL SECT) EA 3.000 E536-308-501 END ANCHOR ASSEM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/mar13/e21g0-r0.pdf?sfvrsn=d03152cc_1Chapter_10 two
that they can be removed and re-attached for inspection of the hard hat. Any other types of stickers, approved life jacket or buoyant work vest. Inspection is required prior to and after each use, for the inspection, maintenance, and testing of portable fire extinguishers located in Department, Occupational Safety and Health Manual (A) Inspection - Monthly documented inspection of portable fire, are prohibited from use inside any office, crew room, bridge tender’s office, warehouse, or any other indoor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/industrialsafety/chapter_10-two.pdf?sfvrsn=4deffc2_1