2222 search results for bridge inspection
SS1050301
previous inspections performed by the accrediting or certifying agency available to the Department, agency’s training location and dates for all technicians performing sampling, testing and inspection, Engineering Council (CMEC) program accreditation or other independent inspection program, , measurements of cross-slope, temperature and yield (spread rate), as well as the inspection of the placement, on major bridge projects are qualified CTQP Concrete Field Inspectors Level II. A Level II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1050301.pdf?sfvrsn=d8b97607_0CM-650-01 Vehicular Traffic Signal Assembly LED Optical Unit
and Bridge Construction, and all implemented modifications. The requirements listed on this matrix, in this field. Physical Inspection TERL Test Cases (Steps): LOU002 (Step 1) FORMTEXT FORMTEXT, . Physical Inspection TERL Test Cases (Steps): LOU002 (Step 2) FORMTEXT FORMTEXT Init, in this field. Physical Inspection TERL Test Cases (Steps): LOU002 (Steps 3, 4) FORMTEXT, provide comments in this field. Physical Inspection TERL Test Cases (Steps): LOU002 (Step 5) FORMTEXT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-650-01-vehicular-traffic-signal-assembly-led-optical-unit.docx?sfvrsn=40cc70de_1SS1020000
of the schedule of these inspections and give them the opportunity to join in the inspection as is deemed, a drive through inspection immediately after set up. 3. Is on site during all nighttime operations, or to provide alternate traffic arrangements. 6. Conducts daily daytime and weekly nighttime inspections, inspections of projects with predominantly nighttime work activities of all traffic control devices, traffic, ) being used. Include assurances in the inspection report that pedestrians are accommodated with a safe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/ss1020000.pdf?sfvrsn=ec539286_05210000.FHWA
wallrigid barrier on bridge or box culvert structures. Submit written certification from, responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for barrier wall construction. Perform all Quality Control Testing and inspections using, at 15 to 30 foot intervals. For barrier wallrigid barrier on bridge structures or approach slabs, - per foot. Item No. 521- 5- Concrete Traffic Railing Barrier - Bridge - per foot. Item No. 521
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/5210000.fhwa.pdf?sfvrsn=caba1862_04600101int
Quality Control inspections of all phases of the work. The inspection frequency and depth shall, to be used in bridge machinery Other members as may be identified in the Contract Documents 1210.Other members as identified in the Contract Documents. Forgings and castings to be used in bridge, Simple Steel Bridge: Pedestrian bridge (prefabricated steel truss pedestrian bridges meeting the Category 1 conditions of FDOT Design Manual 266.4), bridge grid decking AISC Simple Bridge Steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int.pdf?sfvrsn=15ae280_1JamesonM
has a strong background in major urban arterial construction, interstate construction, bridge, intersection to include an 871 foot, six lane steel box girder bridge founded on 24” concrete piles, ) smaller bridges founded on drilled shafts, and a concrete overlay for the existing bridge over the CSX RR, bridge over I-275. He performed engineering and maintenance of traffic supervision during the night, replaced an existing two lane roadway and bridge with a six lane divided roadway and bridge. A large
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/jamesonm.docx?sfvrsn=1fc1e578_1E1W96
): 44027215202 Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 375 Total Bridge Length, this Contract consist of construction of pedestrian bridge, milling and resurfacing, drainage, sidewalk, 50.200 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 29.200 0400- 2- 10 CONCRETE CLASS II, CLASS IV, BRIDGE SUBSTRUCTURE CY 176.800 0400- 4- 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 91.600 0400-147- COMPOSITE NEOPRENE PADS CF 12.800 0415- 1- 4 REINFORCING STEEL - BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/jan15/e1w96.pdf?sfvrsn=9baf0bb0_1Fiber Reinforced Polymer Reinforcing
first specifications and design criteria to support the use of FRP bars and strands in major bridge, material in certain Florida bridge components will keep Florida on the leading edge in the design of state, Slabs Bridge Decks and Bridge Deck overlays Cast-in-Place Flat Slab Superstructures Pile Bent Caps, and strands for concrete reinforcement: AASHTO LRFD Bridge Design Guide Specifications for GFRP-Reinforced Concrete, 2nd Edition AASHTO Guide Specifications for the Design of Concrete Bridge Beams
https://www.fdot.gov/structures/innovation/frp.shtmfdot-be725-rpt
bridge infrastructure has shown to be costly for FDOT, both due to the number of bridges and harsh, reinforced concrete bridge elements are well understood, the ability to limit corrosion in practice has, regarding corrosion control for reinforced concrete bridge structures with a focus on substructure, , bridge, cathodic protection, durability, cost 18. Distribution Statement 19. Security Classif, a bridge substructure constructed with epoxy-coated reinforcement to a similar sister bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-be725-rpt.pdf?sfvrsn=cd3f8bb3_111020302.origind
of these inspections and give them the opportunity to join in the inspection as is deemed necessary, on the project. 2. Is on site during all set up and take down, and performs a drive through inspection, traffic arrangements. 6. Conducts daily daytime and weekly nighttime inspections of projects with predominately daytime work activities, and daily nighttime and weekly daytime inspections of projects, . 412, 415 or 414. Temporary concrete barrier wall used on bridge and wall sections, shall comply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/1020302.origind.pdf?sfvrsn=413d1bef_0Richard_Nasrawy_CV_2025
| 2008-2013 Oversaw contractor operations and field inspection teams on roadway and bridge projects, and bridge construction projects, ensuring compliance with FDOT standards and specifications, ) processes for construction engineering and inspection (CEI), enhancing overall quality and compliance, and bridge construction projects throughout Brevard County and surrounding areas. Supervised project, in Construction – Major Bridge Description: Newly constructed Diverging Diamond Interchange (DDI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/richard_nasrawy_cv_2025.pdf?sfvrsn=f43c28aa_1D4 Public Hearing Report 2026 - Districtwide
234019-8 $300,000 $300,000 234060-9 - DISTRICT 4 LOCAL GOVERNMENT BRIDGE INSPECTION SERVICES - OFF, GOVERNMENT BRIDGE INSPECTION SERVICES - ON SYSTEM Type of Work: BRIDGE OPERATIONS Phase Fund Code, FOR BRIDGE INSPECTION OF STATE BRIDGES (SOUTH) Type of Work: BRIDGE OPERATIONS Phase Fund Code 2026, - CONTINUING SERVICES FOR BRIDGE INSPECTION OF STATE BRIDGES (SOUTH) Type of Work: BRIDGE OPERATIONS, BRIDGE INSPECTION SERVICES - OFF SYSTEM Type of Work: BRIDGE OPERATIONS Phase Fund Code 2026 2027 2028
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2026---districtwide.pdf?sfvrsn=4cd5fcd2_3SS1020000
of the schedule of these inspections and give them the opportunity to join in the inspection as is deemed, on the project. 2. Is on site during all set up and take down, and performs a drive through inspection, or to provide alternate traffic arrangements. 6. Conducts daily daytime and weekly nighttime inspections, inspections of projects with predominantly nighttime work activities of all traffic control devices, traffic, ) being used. Include assurances in the inspection report that pedestrians are accommodated with a safe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss1020000.pdf?sfvrsn=f4981fed_0CM-654-02 Rectangular Rapid Flashing Beacon
the provisions of Sections 995 and 654 of the FDOT Standard Specifications for Road and Bridge, . FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test Cases, specified in MUTCD line items below. Document Review, Physical Inspection and Functional Inspection, this requirement. Document Review and Physical Inspection FORMTEXT Indicate location of requested information, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-654-02-rectangular-rapid-flashing-beacon.docx?sfvrsn=2a98e6b5_1CM-654-02 Rectangular Rapid Flashing Beacon
the provisions of Sections 995 and 654 of the FDOT Standard Specifications for Road and Bridge, . FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test Cases, specified in MUTCD line items below. Document Review, Physical Inspection and Functional Inspection, this requirement. Document Review and Physical Inspection FORMTEXT Indicate location of requested information, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-654-02-rectangular-rapid-flashing-beacon.docx?sfvrsn=daf39c00_1Chapter10 MaintenanceAndResurfacing 2024
10-1 B.2 Policy 10-1 B.3 Identification of Needs 10-2 B.3.a Inspection 10-2 B.3.b Crash Records, . This may be accomplished by both regular inspection of the highway network and proper analysis of crash records. B.3.a Inspection Periodic and systematic inspection of the entire highway network under, or repairs. These inspections should be conducted by maintenance or traffic operations personnel, ), Identification and Surveillance of Crash Locations. Inspection of the highway network and analysis of crash
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter10-maintenanceandresurfacing-2024.docx?sfvrsn=27245fc5_1E8V71
Days: 501 Total Bridge Length: 0.073 Miles Letting Date: 05/13/25 Total Proposal Length: 0.167, of the Hempel Avenue bridge over SR 408 in Orange County. In addition, there are roadway improvements, Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (45208015201 BRIDGE ID 754192) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 533.900 0400- 2- 5 CONCRETE CLASS II, BRIDGE, CLASS II, MASS, BRIDGE SUBSTRUCTURE CY 326.400 0400- 7- 1 BRIDGE DECK GROOVING SY 1,508.000 0400- 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8v71.pdf?sfvrsn=ad0fd896_1E8V71-05-30-25
Days: 501 Total Bridge Length: 0.073 Miles Letting Date: 05/30/25 Total Proposal Length: 0.403, of the Hempel Avenue bridge over SR 408 in Orange County. In addition, there are roadway improvements, Structures 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (45208015201 BRIDGE ID 754192) LS 1.000 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 533.900 0400- 2- 5 CONCRETE CLASS II, BRIDGE, CLASS II, MASS, BRIDGE SUBSTRUCTURE CY 326.400 0400- 7- 1 BRIDGE DECK GROOVING SY 1,508.000 0400
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may30/e8v71-05-30-25.pdf?sfvrsn=2f72334_1DRB Recommendations - District 2
E2S01 I-295 Express Lanes from the Buckman Bridge to I-95: Law Enforcement A 6/19/19 2133457520121334575601 E2S01 I-295 Express Lanes from the Buckman Bridge to I-95: OHT 5&6 A 10/17/18 43056535201, (US 98) Aucilla River Bridge Replace - Pre-forming Pile Holes on Detour Bridge & Temporary Work, 21335155201 T2013 SR 9A - Pile Underruns & Bridge Deck Removal A 7/5/05 21325125201 E2G91 I-295, Base A 6/12/00 21343315201 20459 SR 8/ I-10 - Ellaville Weigh In Motion Station - Inspection Pit
https://www.fdot.gov/construction/constadm/drb/decisions/drb-decisions-d2.shtmCurved Precast Spliced U-Girder Bridges
Beam Bridge Construction (18MB) Courtesy of PCI Precast Spliced U beams PCI Zone 6 Standards, sections. New spliced U-girder technologies now allow for curved U-shaped bridge options. Several have, for a given site. Minimum of two girders per bridge Minimum 3 tendons per web Cast-in-place, and straight beams within a span is not allowed. Allowance for inspection/access: Provide access, piers are allowed. Design Criteria LRFD Bridge Design Specifications FDOT
https://www.fdot.gov/structures/innovation/ubeam.shtm