2223 search results for bridge inspection
SP4550000DBIndustryCommentResponse
Titles are bolded. Name: Davidge Turley Date: 5-29-25 COMMENT: The SID for bridge shafts verbiage should be revised to consider non-redundant as the only bridge shaft type to require SID, redundant, Inspection and Records. Monitor and record pile installation utilizing the most recent version
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/comments-responses/sp4550000dbindustrycommentresponse.pdf?sfvrsn=e5501deb_1CM-660-01 Video Vehicle Detection System
the provisions of Sections 660 and 995 of the FDOT Standard Specifications for Road and Bridge, . FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps, this requirement. Document Review and Functional Inspection FORMTEXT Indicate location of requested, and Functional Inspection FORMTEXT Indicate location of requested information in submittal. TERL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-660-01-video-vehicle-detection-system.docx?sfvrsn=a266430d_1CM-660-03 Microwave Vehicle Detection System
the provisions of Sections 660 and 995 of the FDOT Standard Specifications for Road and Bridge, FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test, this product meets this requirement, based on cabinet type. Document Review and Physical Inspection, the product meets this requirement. Document Review and Functional Inspection FORMTEXT Indicate location, this requirement. Document Review and Functional Inspection FORMTEXT Indicate location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-660-03-microwave-vehicle-detection-system.docx?sfvrsn=ea0eab1a_1E21Q2-R0
: 365 Total Bridge Length: 0.000 Miles Letting Date: 11/19/25 Total Proposal Length: 0.000 Miles, to the existing drainage systems, inspections via video camera, cleaning and desilting storm sewer, INSPECTION (VIDEO CAMERA) LF 30,000.000 E522- 1- CONCRETE SIDEWALK AND DRIVEWAYS- REMOVE AND REPLACE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/nov19/e21q2-r0.pdf?sfvrsn=e476bb15_11020302.impl
2.Isonsiteduringallsetupandtakedown,andperforms a drive through inspection immediately after set up. 3.Isonsiteduringall nighttime, arrangements. 6.Conductsdailydaytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects, andgivethem the opportunity to join in the inspection as is deemed necessary. Pedestrians, used on bridge and wall sections shall comply with Design Standards, Index No 414. Temporary water
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1020302.impl.pdf?sfvrsn=47ae6751_02025-CAMX-InfrastructurePanel
completion. Location of inspection-Wall 2A Featured Project: Halls River Bridge – Part 1f 48, Manager/Vice President, Design lead for I-275 Sunshine Skyway Bridge beam strengthening project (TY Lin, -Bridge project, FHWA Office of the Assistant Secretary for Research and Technology (OST-R), DARPA-I, projects, the panel will explore FRP’s role in bridge reinforcement and strengthening, precast concrete, Moderator: Introducing Florida – Part 1a 6 Halls River Bridge (2017-2021) 40 th Ave NE over Placido
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/innovation/2025-camx/2025-camx-infrastructurepanel.pdf?sfvrsn=7922303e_19-2023_Fall Construction Academy_Concrete and Structural Materials
of Flowing and SCC Concrete I-395 Signature Bridge in Miami (District 6) Flowing Concrete (MM 8.6), SCC, performs quarterly Batch Plant inspections Operate all concrete mixe rs at speeds and volumes per, 346 – Materials Manual 9.4) Mass Concrete. Placement and Surface Inspection Insulation (SS, ≤ 180°F T ≤ 35°F Insulation removal T core – T air ≤ 50°F Surface Inspection (SS 346-4.2, 400, /default.shtm Fiber Reinforced Concrete Fiber reinforced concrete bridge decks, to be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/9-2023_fall-construction-academy_concrete-and-structural-materials.pdf?sfvrsn=c2410c3_1Structural Materials_09-29-2025
in ± 1.5 tolerance [0.0 in to 3.0 in]) Ex. Use of Flowing and SCC Concrete I-395 Signature Bridge, the last twelve months. (SS 346-8 & MM 9.2) Batching DMRO performs quarterly Batch Plant inspections, /otherfdotlinks/developmental/default.shtm Fiber Reinforced Concrete Fiber reinforced concrete bridge, – Bridge Rehabilitation Project in Miami Mass Concrete Mateo Carvajal, P. E . Concrete Materials, Checklist Mass Concrete. Placement and Surface Inspection Insulation (SS 346-4.2 and MCCP) Locations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/structural-materials_09-29-2025.pdf?sfvrsn=ef9100ff_12019FDM250HydraulicData
Data and Agency Permits 250.1 General A Bridge Hydraulic Report (BHR) includes the following, as applicable: • Bridge Hydraulics Recommendation Sheet, • Bridge hydraulic calculations, and • Scour, No. 625-040-002) . 250.1.1 Bridge Hydraulic Recommendation Sheet (BHRS) Prepare the Bridge Hydraulic, widening of an existing bridge structure. See the Structures Design Guidelines for classification, Design Engineer. Design bridges and bridge c ulverts t o withstand t he design flood without damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2019/2019fdm250hydraulicdata.pdf?sfvrsn=d0566482_42024FDM250HydraulicData
Data and Agency Permits 250.1 General A Bridge Hydraulic Report (BHR) includes the following, as applicable: • Bridge Hydraulics Recommendation Sheet, • Bridge hydraulic calculations, No. 625-040-002) . 250.1.1 Bridge Hydraulic Recommendation Sheet (BHRS) Prepare the Bridge Hydraulic, widening of an existing bridge structure. See the Structures Design Guidelines, Design Engineer. Design bridges and bridge culverts to withstand the design flood without damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm250hydraulicdata.pdf?sfvrsn=725f5ab6_12024FDM250HydraulicData
Data and Agency Permits 250.1 General A Bridge Hydraulic Report (BHR) includes the following, as applicable: • Bridge Hydraulics Recommendation Sheet, • Bridge hydraulic calculations, No. 625-040-002) . 250.1.1 Bridge Hydraulic Recommendation Sheet (BHRS) Prepare the Bridge Hydraulic, widening of an existing bridge structure. See the Structures Design Guidelines, Design Engineer. Design bridges and bridge culverts to withstand the design flood without damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm250hydraulicdata.pdf?sfvrsn=c3dc3fb3_12025FDM250HydraulicData
Data and Agency Permits 250.1 General A Bridge Hydraulic Report (BHR) includes the following, as applicable: • Bridge Hydraulics Recommendation Sheet, • Bridge hydraulic calculations, and • Scour, ). 250.1.1 Bridge Hydraulic Recommendation Sheet (BHRS) Prepare the Bridge Hydraulic Recommendation, of an existing bridge structure. See the Structures Design Guidelines for classifications of major, . Design bridges and bridge culverts to withstand the design flood without damage and to withstand
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm250hydraulicdata.pdf?sfvrsn=3eeac3dc_12025FDM250HydraulicData
Data and Agency Permits 250.1 General A Bridge Hydraulic Report (BHR) includes the following, as applicable: • Bridge Hydraulics Recommendation Sheet, • Bridge hydraulic calculations, No. 625-040-002) . 250.1.1 Bridge Hydraulic Recommendation Sheet (BHRS) Prepare the Bridge Hydraulic, widening of an existing bridge structure. See the Structures Design Guidelines for classifications, Design Engineer. Design bridges and bridge culverts to withstand the design flood without damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm250hydraulicdata.pdf?sfvrsn=b9379c3a_12026FDM250HydraulicData
1 250 Hydraulic Data and Agency Permits 250.1 General A Bridge Hydraulic Report (BHR) includes the following, as applicable: • Bridge Hydraulics Recommendation Sheet, • Bridge hydraulic, No. 625-040-002). 250.1.1 Bridge Hydraulic Recommendation Sheet (BHRS) Prepare the Bridge Hydraulic, and for major widening of an existing bridge structure. See the Structures Design Guidelines, , and the Structures Design Engineer . Design bridges and bridge culverts to withstand the design flood without damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm250hydraulicdata.pdf?sfvrsn=df46a1c7_22026FDM250HydraulicData
1 250 Hydraulic Data and Agency Permits 250.1 General A Bridge Hydraulic Report (BHR) includes the following, as applicable: • Bridge Hydraulics Recommendation Sheet, • Bridge hydraulic, No. 625-040-002). 250.1.1 Bridge Hydraulic Recommendation Sheet (BHRS) Prepare the Bridge Hydraulic, and for major widening of an existing bridge structure. See the Structures Design Guidelines, , and the Structures Design Engineer . Design bridges and bridge culverts to withstand the design flood without damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm250hydraulicdata.pdf?sfvrsn=8866500b_1441699-1 - CR 713 PD&E Study from I-95 to CR 714 - Public Kick-Off Meeting FAR Ad
Rides Inspection Forms 5J-18.002 Annual Permit or Temporary Amusement Ride Permit, Request for Re-Inspection, USAID Number 5J-18.003 Qualified Inspectors 5J-18.004 Nondestructive Testing of Amusement Rides 5J-18.0051 Inspection Standards 5J-18.007 Signage 5J-18.009 Inspections by Owner, . (1) No change. (2) Inspections shall be consistent with inspection programs outlined in ASTM, inspection standards, update signage requirements, update training requirements and modify accident
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr713pdedocs/441699-1---cr-713-pd-e-study-from-i-95-to-cr-714---public-kick-off-meeting-far-ad.pdf?sfvrsn=b84c9f2d_1DEV349-927UHPC (4-20-23)
work experience on at least one long bridge (bridges having a length greater than 100 feet) or two, where the work included UHPC production and work activities. For each bridge listed, provide a brief, , and curing activities of UHPC for bridge construction. When the UHPC placement is scheduled for more, testing of completed UHPC bridge deck joints. 17.Pre-pour meeting agenda, including manufacturer’s, transversely at two locations to allow for visual inspection of the joint interface and material bond. Make
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev349-927uhpc-(4-20-23).pdf?sfvrsn=72bbeff9_14550518DB.FHWA
proposed by Juan Castellanos of the State Structures Office to delete an inspection requirement that is not necessary and is in conflict with CPAM. CPAM already requires and covers this inspection, for a specific bridge for each phase of construction. Each Foundation Certification Package shall contain, or approval by Engineer. For voided piles, perform a visual inspection of all piles above and below, within one bent or pier for a specific bridge for each phase of construction. Each Foundation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4550518db.fhwa.pdf?sfvrsn=409cc63f_0444008-4_SWPPP
(RRR) PROJECT ON I-75 (SR 93) FROM END BRIDGE 0302.23 / 030005 (KOJAK CREEK) MP 33.989 TO MP 46.000., , F . A . C . USE THE SWPPP CONSTRUCTION INSPECTION REPORT FORM # 650-040-03, FOR DAILY INSPECTIONS. (3) EROSION AND SEDIMENT CONTROL DEVICES OR LUMP SUM COST OF THE PROJECT. CONTROL, OF ALL THE CONTRACTOR’S REPORTS OF INSPECTION, MAINTENANCE AND REPAIRS REQUIRED FOR THE (2) INSPECTION FORMS. TO THE EROSION AND SEDIMENT CONTROL DEVICES. MAINTAIN ALL REQUIRED REPORTS AND COMPLETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/444008-4_swppp.pdf?sfvrsn=dc29ff3d_1CM-650-02 Vehicular Traffic Signal Assembly
the provisions of Sections 650 and 995 of the FDOT Standard Specifications for Road and Bridge, . Physical Inspection TERL Test Cases (Steps): VTSA002 (Step 1) FORMTEXT FORMTEXT Init, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps, . Physical Inspection TERL Test Cases (Steps): VTSA002 (Step 3) FORMTEXT FORMTEXT Init, . Physical Inspection TERL Test Cases (Steps): VTSA002 (Step 4) FORMTEXT FORMTEXT Init
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-650-02-vehicular-traffic-signal-assembly.docx?sfvrsn=33da1e24_1