1780 search results for bridge inspection
2025FDM114RRR
to roadside barriers and guardrail necessary to meet minimum standards. (6) Improvements to bridge rails, ) Shoulder type and width. (h) Intersection and bridge elements. (i) Sight distances. (j) Drainage, obsolete bridge rails. (5) Improve side slopes; slope flattening/stabilizing. (6) Correct shoulder, . When siltation is noted during site review, follow the pipe inspection criteria in the Drainage, #625-000-002 FDOT Design Manual 114 - Resurfacing, Restoration and Rehabilitation (RRR) 114.3.9 Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm114rrr.pdf?sfvrsn=2aacf0f_42025FDM114RRR
to roadside barriers and guardrail necessary to meet minimum standards. (6) Improvements to bridge rails, and bridge elements. (i) Sight distances. (j) Drainage (including erosion or siltation issues). (k, nonstandard guardrail, end treatments and crash cushions. (4) Replace or retrofit obsolete bridge rails, the pipe inspection criteria in the Drainage Manual , Chapter 3. The Drainage Manual (Topic, Design Manual 114 - Resurfacing, Restoration and Rehabilitation (RRR) 114.3.9 Bridge Structures See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm114rrr.pdf?sfvrsn=882062f_14550000.impl
. 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/2014/july-2014/review/implemented/4550000.impl.pdf?sfvrsn=4bb7bcd1_02023FDMPart2DesignCriteria
for highway and bridge projects are based on established design controls for the various elements, - Design Controls 201 Design Controls 201.1 General Designs for highway and bridge projects, are where a narrow bridge exists and when the number of travel lanes increase or decrease. The FDOT, and vertical alignment • Embankments, slopes, and guardrail applications • Bridge width and roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023fdmpart2designcriteria.pdf?sfvrsn=88f5d496_22025FDMPart2DesignCriteria
for highway and bridge projects are based on established design controls for the various elements, 201 - Design Controls 201 Design Controls 201.1 General Designs for highway and bridge projects, change in cross section are where a narrow bridge exists and when the number of travel lanes increases, • Bridge width and roadway shoulders • Pavement crown, cross slope, and superelevation January 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdmpart2designcriteria.pdf?sfvrsn=27f348d6_6FDOT_RSP_CH 2_ADA
a milepost equation at the Eustis Canal Bridge where milepost ASD 817.0 = milepost ASC 815.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/rail/2022/fdot_rsp_ch-2_ada.pdf?sfvrsn=3e4c4507_3FDOT_RSP_CH 2_ADA
a milepost equation at the Eustis Canal Bridge where milepost ASD 817.0 = milepost ASC 815.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/rail/rail-system-plan-2023/fdot_rsp_ch-2_ada.pdf?sfvrsn=4107db55_2D4-11-01-24BSN
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_14550701.impl
. Provide the make and model of the shaft inspection device, if applicable. 15. Details of environmental, substituted: 455-15.11.3 Shaft Inspection Device (SID): When shown in the Plans, furnish all, vertically on the bottom of the excavation. Include all cost related to the inspection device, a clear view of the bottom inspection on a video monitor at the surface in real time. 3. Provides a permanent record of the entire inspection with voice annotation on a quality DVD with a resolution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/4550701.impl.pdf?sfvrsn=82e4dc5d_01-22 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_0FINAL 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_1E1W36Addendum001
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_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_5220-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_1