2219 search results for bridge inspection
D4-11-01-24BSN
and Bridge Construction, or as amended by the project Specifications Package or any Supplemental, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies, /contracts/cpp-online- ordering/bidder-assist.shtm Standard Specifications for Road and Bridge, : 5.000 Miles Contract Days: 1031 Total Bridge Length: 0.000 Miles Letting Date: 11/01/24 Total, : 2.724 Miles Contract Days: 142 Total Bridge Length: 0.000 Miles Letting Date: 11/01/24 Total Proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/nov01/d4-11-01-24bsn.pdf?sfvrsn=3182c344_1TP-02-13-25BSN
After consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, -assist.shtm, Standard Specifications for Road and Bridge Construction and the Special Provisions, Length: 0.000 Miles Contract Days: 1095 Total Bridge Length: 0.000 Miles Letting Date: 02/13/25, Total Bridge Length: 0.000 Miles Letting Date: 02/13/25 Total Proposal Length: 0.000 Miles Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/feb13/tp-02-13-25bsn.pdf?sfvrsn=a61271df_1E8V06
/A Total Roadway Length: 3.000 Miles Contract Days: 1669 Total Bridge Length: 0.929 Miles Letting, 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 5,478.300 0400- 2- 10 CONCRETE CLASS II, Proposal: E8V06 ALT Item Description Unit Quantity 0400- 4- 5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 1,387.700 0400- 4- 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 866.600 0400- 7- 1 BRIDGE DECK GROOVING SY 16,564.000 0400- 9- 1 BRIDGE DECK PLANING SY 16,564.000 0400-147- COMPOSITE NEOPRENE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may02/e8v06.pdf?sfvrsn=fac999d6_1MPOAC-Master-Set-Power-Points-February-01-2018
(TMA) Certification Process Update Setting and Documenting Performance Targets Safety, Bridge, • Following Slides Apply to: • Safety Measures (PM1) • Bridge Measures (PM2) • Pavement, – Bridge, Pavement and System Performance • Supporting Relevant FDOT Targets: • FDOT Statewide, Supporting vs Adopting – Bridge, Pavement and System Performance • Adopting MPO Target: • Target, ” for annual target since that represents a long term vision Time Period of Target – Bridge, Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-master-set-power-points-february-01-2018.pdf?sfvrsn=e4fcb890_1E21B5BidTabs
Structures SECTION: 0005 0400 2 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE 226.100 CY 1,450.00000 327,845.00 0010 0400 2 5 CONCRETE CLASS II, BRIDGE SUBSTRUCTURE 84.300 CY 3,000.00000 252,900.00, 25 CONCRETE CLASS II, MASS, BRIDGE SUBSTRUCTURE 69.700 CY 3,000.00000 209,100.00 0025 0400 7 1 BRIDGE DECK GROOVING 797.000 SY 16.00000 12,752.00 Page 1 of 26 Tabulation of Bids Contract, is bid as Lump Sum 0001 Structures SECTION: 0030 0400 9 1 BRIDGE DECK PLANING 797.000 SY 16.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2025/may21/e21b5bidtabs.pdf?sfvrsn=9568aea4_21-22 FHWA Memos
for the proposed work. Bridge. A structure, including supports, erected over a depression or over, feet between the inside faces of end supports. A multiple-span box culvert is considered a bridge, will also be referred to as a Critical Activity. Culverts. Any structure not classified as a bridge, inspections of the materials furnished and of the work performed by the Contractor. Laboratory, to be furnished under the Contract. Standard Specifications: “Standard Specifications for Road and Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/1-22-fhwa-memos.pdf?sfvrsn=f1f74a71_24550000.FHWA
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge) Foundations- Auger Cast Piles, by the divers. Upon completion of inspection by the divers, the Department may also elect, inspection before requesting authorization to place the seal concrete. 455-1.4 Vibrations on Freshly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4550000.fhwa.pdf?sfvrsn=c2345537_04550201ind
Inspection Device : Provide a pile inspection device that displays and stores electronically, Record form. Use this device during the inspection of test piles and production piles. SUBARTICLE, concrete piles in accordance with 455-5.14 will not require inspection during handling. Keep, is defined as all the piles within one bent or pile footing for a specific bridge for each phase, capacity including compression and uplift, pile integrity, and that the inspection and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4550201ind.pdf?sfvrsn=c18d4d75_1D5-12-02-25BSN
After consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, : 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting Date: 12/02/25 Total, - CLEARING & GRUBBING AC 5.000 E432- 4- STORM SEWER INSPECTION (VIDEO CAMERA) LF 500.000 E524- 1- 1, 5.000 E536-306-501 END ANCHOR ASSEM BRIDGE (REPL SPECIAL END SHOE) EA 5.000 E536-308-501 END
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/d5-12-02-25bsn.pdf?sfvrsn=8ff808d1_1FINAL I-95 Managed Lanes Master Plan Report (2)
would require construction of a new segmental bridge for the NB I-95 on-ramp from SR 80 adjacent to the existing segmental bridge for constructability purposes. This introduces right of way impacts, Belvedere Road off-ramp terminal. The existing segmental bridge would still require being demolished but a new bridge will not be needed to accommodate NB on-ramp movement from SR 80. 3. Similar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95mlokeechobee/final-i-95-managed-lanes-master-plan-report-(2).pdf?sfvrsn=9a7817ce_1E1W36Addendum003
& Bridge Survey Results to the end of attachment list. 37 VI. Design and Construction Criteria; O, : ........................................................................................ 28 Q. Construction Engineering and Inspection, . Construction Engineering and Inspection: ........................................................... 25, smoothness A10_330 MSP Hot Mix Asphalt A11_ Structure Analysis and Bridge Reports A12_Geotechnical, A26_Guardrail Analysis A27_Survey Data A28_SUE A29_UAO Green lines A30_Contamination Review & Bridge Survey
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum003.pdf?sfvrsn=be545167_1FMTP24_TM1_Systems_Assets
Inspection Sites, and Motor Carrier Size and Weigh Stations, Carrier Size and Weight Inspection Stations MPOs Metropolitan Planning Organizations MRO, ) maintained by FDOT’s Transportation Data and Analytics (TDA) Office, Agricultural Inspection Stations, and Motor Carrier Size and Weight Inspection Stations (MCSAW) • Truck Parking Supply, . As per the 2022 Annual Florida Bridge Inventory report, there are more than 12,000 bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/fmtp24/fmtp24_tm1_systems_assets.pdf?sfvrsn=a875808e_5E1W36Addendum001
at the bridges (see Attachment A11 Bridge Reports). At the bridge culvert, remove guardrail. Reconstruct, Asphalt A11_ Structure Analysis and Bridge Reports A12_Geotechnical Report – Signed and sealed, Attachment A11_Bridge Reports). At the bridge culvert, remove guardrail. Reconstruct unpaved shoulder, : Guardrail replacement is needed at both bridges and across the bridge culvert. Guardrail at the bridges is to utilize Index 536-02, Scheme III, see A11 Bridge Reports and A20 comments and responses
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum001.pdf?sfvrsn=790c1532_1220-ProfessionalServicesContracts
Development and Environment (PD&E), Design, Construction Engineering and Inspection (CEI), and General, for PD&E, Roadway and Bridge/Structural Design, Materials Testing, and CEI projects can be found, experts for specialized work as follows: (1)For bridge design projects involving Category I Bridges, as a member of the TRC. (1)For bridge design projects involving Category II Bridges, consideration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/220-professionalservicescontractsaac052d1-2e91-4369-8405-7ddf61ec00d7.docx?sfvrsn=7ab1cc0c_1220-ProfessionalServicesContracts
, Project Development and Environment (PD&E), Design, Construction Engineering and Inspection (CEI, . Standard Scopes of Services for PD&E, Roadway and Bridge/Structural Design, Materials Testing, and CEI, should be given for including technical experts for specialized work as follows: (1) For bridge design, Structures Design Engineer or their designee as a member of the TRC. (2) For bridge design projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/220-professionalservicescontractsea870a52-829f-4c2a-a759-3381552d7333.pdf?sfvrsn=ea0af97f_12024 District One Letting and Project Information
Meeting Attendance Supplements Proposal ID County Major Work Type Addendum E1W13 Sarasota Bridge Repair, ) E1W79 Okeechobee Bridge Repair/ Rehabilitation E1W80 Collier Resurface I-75 (SR 93) E1W81 Manatee, Addendum E1W84 Glades Bridge Repair/Rehabilitation E1W85 Charlotte Resurfacing 1 E1X47-R0 Highlands, E1X54-R0 Polk Pipe Desilting, Repair, Inspection and Mapping 2024 Award
https://www.fdot.gov/contracts/district-offices/d1/lettings/2024/2024-district-one-letting-and-project-informationBid Price Advanced Dashboard
EARTHWORK/BASE LS - LUMP SUM LS/CY 0102 2400 SPECIAL DETOUR- TEMPORARY BRIDGE LS - LUMP SUM LS/EA 0102, MOVEABLE BRIDGE, SPAN JACKING LS - LUMP SUM LS/EA 0465 20 MOVABLE BRIDGE- PREV MAINT & ROUT REPAIR, , COMFORT STATION LS - LUMP SUM LS/SF 0770 1103 MCSAW BUILDING, F&I, INSPECTION BARN LS - LUMP SUM LS/SF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/apps/pbi/bid-price-advanced-dashboard.pdf?sfvrsn=3e5fd307_8Historical Item Averages Market Area 14
1.000 LS N MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 0110 1 1 2, CLASS IV, BRIDGE SUBSTRUCTURE 0400 60 2 2 $145,000.00 $290,000.00 2.000 LS N CATHODIC PROTECTION, $13,420.00 1,342.000 LB N REINFORCING STEEL- BRIDGE SUBSTRUCTURE 0425 5 1 $2,124.00 $53,100.00 25.000 EA, 0458 1 21 2 $78.33 $20,680.00 264.000 LF N BRIDGE DECK EXPANSION JOINT, REHABILITATION, POURED JOINT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-14.pdf?sfvrsn=798f3e42_4D4550000.do
. Correct any deficiencies found by the divers. Upon completion of inspection by the divers, the results of their underwater inspection before requesting authorization to place the seal concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4550000.do629e031f95d84a48930db5c06e373b1d.pdf?sfvrsn=19a57107_0Special Provisions Workbook January 2018
OF THE WORK - GENERAL INSPECTION REQUIREMENTS - COOPERATION BY THE CONTRACTOR. (REV 2-10-94) (1-18) Changes to: 5-9.1 SP0050901 Long bridge jobs (1500 feet or longer); modify to suit. CONTROL, in the Contract Lump Sum Price. SUBARTICLE 5-7.6 is deleted. CONTROL OF THE WORK – GENERAL INSPECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/special-provisions-workbook-january-2018.pdf?sfvrsn=c66d2d8d_1