2222 search results for bridge inspection
BrautigamD
Bridge Engineering Unit and an Industrial Construction & Inspection Unit. During his regional, bridge experience includes 16 years with Contractors, followed by 8 years as Deputy Director & Associate Vice President of a bridge engineering consultant firm. Dispute Review Board Practitioner, ’s Specifications for Road & Bridge Construction, Basis of Estimates Manual, Long Range Estimating, , Florida, 1989 to 1997: Mr. Brautigam served as Deputy Director of Operations for this bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/brautigamd.docx?sfvrsn=f78e49de_75210100int
rigid barrier on bridge or box culvert structures. Submit written certification from the manufacturer, of quality control testing and inspections required by Sections 346 and 400. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/5210100int.pdf?sfvrsn=52284e30_1400 Series - Maintenance Features
BRDELIN - Number of Bridge End Delineators DELINEAT - Number of Guide Posts/Hazard Marker, Markers 460 Attenuators OOM ATCONDTN - Attenuator Condition ATINSPEC - Attenuator Inspection, ATTYPECD - Attenuator Type ATTYPINS - Attenuator Inspection Type VEHDIRCD - General Vehicular
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/rci-handbook/400-series---maintenance-featuresE21C4
Contract Days: 120 Total Bridge Length: 0.000 Miles Letting Date: 04/17/24 Total Proposal Length, sewer inspection (video and mapping) to produce a video DVD and report, and all incidentals along, - 48" LF 1,576.000 0430- 94- 4 DESILTING PIPE, 49 - 60" LF 1,879.000 E432- 4- STORM SEWER INSPECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/apr17/e21c4.pdf?sfvrsn=4a8b5660_1Chapter3s3
Tensioning Technicians and bridge foremen . 3. Commercial Inspection – On contracts with Steel and Miscellaneous Metals materials that require commercial inspection, the PA must indicate in MAC if an optional inspection is being requested on any items or processes on the contract that do not typically require commercial inspection. The PA must also indicate if there are steel and miscellaneous, ) 3.3.3 Reference Federal-Aid Policy Guide, 23 CFR 637 Standard Specifications for Road and Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter3s3.pdf?sfvrsn=214dc328_8CM-620-01 Surge Protective Device at Point of Use
FDOT Traffic Engineering Research Laboratory (TERL) Surge Protective Device (SPD) at Point of Use Compliance Matrix By signing this form, the applicant declares that he/she has read and understands the provisions of Sections 620 and 996 of the FDOT Standard Specifications for Road and Bridge, in this field. Physical Inspection TERL Test Cases (Steps): SPD002 (Step 1) FORMTEXT FORMTEXT, or series). Document Review and Physical Inspection FORMTEXT Indicate location of requested information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-620-01-surge-protective-device-at-point-of-use.docx?sfvrsn=505d58ae_10050901.comm
0050901 CONTROL OF THE WORK COMMENTS FROM INTERNAL/INDUSTRY REVIEW Liz Howard 407-259-1457 lhoward@princecontracting.com Comments: (4-10-15) Do not perform work or furnish materials without obtaining inspection by the Engineer or his representative AT THE TIME THE WORK IS COMPLETED, , how far does "access" go? Example: The contractor is installing barrier wall on a bridge deck, or furnish materials without obtaining inspection by the Engineer or Engineer’s representative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/0050901.comm.pdf?sfvrsn=6f309c7c_0E55D4-R0
: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting Date: 11/04/25 Total, repairs, including manhole adjustments with lid & ring replacement and desilting & video inspection, - 4- STORM SEWER INSPECTION (VIDEO CAMERA) LF 3,950.000 Page 14 Bid Solicitation Notice - Proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/nov04/e55d4-r0.pdf?sfvrsn=b4f8e469_1SS1050508
to facilitate inspection by the Engineer. 105-5.8.8 Failure to Comply with Bridge Qualification Requirements, Engineer is a registered professional engineer with five years of bridge construction experience, the Project Engineer is a registered Professional Engineer with five years of bridge construction, of bridge construction experience or is a registered professional engineer with five years of bridge, of five years of bridge construction experience or is a registered professional engineer with three
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss1050508.pdf?sfvrsn=c191cd24_0SS1050508
to facilitate inspection by the Engineer. 105-5.8.8 Failure to Comply with Bridge Qualification Requirements, Engineer is a registered professional engineer with five years of bridge construction experience, the Project Engineer is a registered Professional Engineer with five years of bridge construction, of bridge construction experience or is a registered professional engineer with five years of bridge, of five years of bridge construction experience or is a registered professional engineer with three
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss1050508f602e5e68bea4bf7bfc43759c0a8f507.pdf?sfvrsn=9d9948d7_0conventional
and Bridge Construction, and agrees that the below inputs are accurate to the best of the applicant’s, ). Verified by physical inspection 5 992-2.4 Luminaire housing shall be a slip fitter type design which, fitting). Verified by physical inspection 6 992-2.4 Luminaire must have an IESNA light distribution, by physical inspection (Submit photo regardless) 8 Optical portion of housing must be sealed to provide, of driver used in the luminaire. Verified by physical inspection. 15 Driver must be rated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/productevaluation/992-luminaire/conventional.docx?sfvrsn=55b45c3a_3high-mast
and Bridge Construction, and agrees that the below inputs are accurate to the best of the applicant’s, ). Verified by physical inspection 5 992-2.4 Luminaire housing shall be a slip fitter type design which, fitting). Verified by physical inspection 6 992-2.4 Luminaire must have a Type V IESNA light, Photo. If tag not shown on photo, it may also be verified by physical inspection (Submit photo, . Verified by physical inspection. 15 Driver must be rated for 100,000 hours at operational case
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/productevaluation/992-luminaire/high-mast.docx?sfvrsn=2f9f4527_3wildlife-sensitive
Standard Specifications for Road and Bridge Construction, and agrees that the below inputs, . Sheet (Indicates finish coat type). Verified by physical inspection 5 992-2.4 Luminaire housing, Submit: Product Spec. Sheet (Describes pipe fitting). Verified by physical inspection 6 992-2.4, by physical inspection (Submit photo regardless) 8 Optical portion of housing must be sealed, in the luminaire. Verified by physical inspection. 15 Driver must be rated for 100,000 hours at operational
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/productevaluation/992-luminaire/wildlife-sensitive.docx?sfvrsn=5f3f8db0_3Sign
the current requirements of Section 992 of the FDOT Standard Specifications for Road and Bridge, : Product Spec. Sheet (Indicates finish coat type). Verified by physical inspection 5 992-4.1, inspection 7 992-1.2 Permanent tag must be in housing with manufacture name, luminaire voltage, lamp, Photo. If tag not shown on photo, it may also be verified by physical inspection (Submit photo, . Verified by physical inspection. 15 Driver must be rated for 100,000 hours at operational case
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/productevaluation/992-luminaire/cm-992-4-sign-luminaire_rev2.docx?sfvrsn=7ca79320_2Underdeck
and Bridge Construction, and agrees that the below inputs are accurate to the best of the applicant’s, ). Verified by physical inspection 5 992-5.1 Luminaire housing must be a wall mount design FORMDROPDOWN Submit: Product Spec. Sheet (Describes pipe fitting). Verified by physical inspection 7 992-1.2, not shown on photo, it may also be verified by physical inspection (Submit photo regardless) 8 Optical, inspection. 15 Driver must be rated for 100,000 hours at operational case temperature. FORMDROPDOWN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/productevaluation/992-luminaire/cm-992-5-underdeck-luminaire(9-25-2025).docx?sfvrsn=b8853047_144000402.FHWA
of deformation and condition of bearing pads in the completed bridge on or before the final inspection, and condition of bearing pads in the completed bridge on or before the final inspection required by 5-10, for seating bridge shoes, ends of beams, and slabs of the types specified or required in the Plans, with the requirements of this Article. Ensure that pads, bearing areas of bridge seats, and metal bearing, horizontal bearing pad deformations that at the time of inspection exceed 50% of the bearing pad thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/4000402.fhwa.pdf?sfvrsn=eb47285c_04600101FHWA
inspections of all phases of the work. The inspection frequency and depth shall be sufficient, 119.Forgings and castings to be used in bridge machinery Other members as may be identified in the Contract, to be used in bridge machinery SUBARTICLE 460-1.1 is expanded by the following new Subarticle, 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 Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4600101fhwa.pdf?sfvrsn=8fb735ca_1D3310000.do
inspection of the stockpile(s) of RAP. Based on visual inspection, the Engineer will determine, for a Contractor quality control system. These requirements pertain to the inspections and tests necessary to substantiate material and product conformance to Contract requirements and to all inspections, , testing, inspection and the anticipated frequencies of each to maintain process control. A recommended, to the Engineer for acceptance meet the Contract requirements. Perform, or have performed, the inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3310000.do.pdf?sfvrsn=f194e44d_01020000.impl
of these inspections and give them the opportunity to join in the inspection as deemed necessary. Pedestrians, through inspection immediately after set up. 3. Is on site during all nighttime operations ensuring, 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, existing roadway or bridge, or wherever construction operations block the flow of traffic. 102-6.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1020000.impl.pdf?sfvrsn=9096f894_0SunTrail_AWP-Amended_AtAGlance_FY2024_2023-11-02_ADA
/ Mitigation • ROW: Right-of-Way • CON+CEI: Construction and Construction Engineering Inspections, Greenway: Hobe Sound SR 5 / US 1 from SE Bridge Rd to Hobe Sound Wildlife Refuge $1,120,699 ENV , PE, Greenway: Hobe Sound SE Gomez Ave to SE Bridge Rd $1,000,000 PE 10 IND 440033-2 4 St. Lucie East Coast, Hickory Pass bridge to Big Carlos Pass Bridge $555,095 PE 18 IND 452966-1 1 Lee Florida Gulf Coast, Engineering Inspections ID# Tier FM # District County Trail Name Segment Cost Phase 28 SJR2C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/work-program/suntrail_awp-amended_ataglance_fy2024_2023-11-02_ada.pdf?sfvrsn=53c4dfac_1