2219 search results for bridge inspection
SS4520000
) PAGE516.ThefollowingnewSectionisaddedafterSection451: SECTION452 PRECASTSEGMENTAL BRIDGE, to segmental bridge construction: 452-3.1 Segment: A modular section of the superstructure, for achieving the theoretical bridge profile and alignment after all the final structural and time dependent, of the theoretical bridge geometrical profile grade, alignment and the camber. 452-3.11 Camber: The amount, unit of the bridge between expansion joints. Maintain this plot in good condition so that it may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4520000.pdf?sfvrsn=99075657_020121485201-01-ROADWAY-PLANS
CONTROLS 24-29 STA. 20+30.04 BEGIN BRIDGE #169007 STA. 23+93.54 END BRIDGE #169007 13-14 1A NOTES, /Implemented/SpecBooks for Road and Bridge Construction at the following website: Florida Department, Plans for Bridge Construction are included in the Structures Plans APPLICABLE IRs: IR, and associated IRs are available at the Bridge Construction and applicable Interim Revisions (IRs, BRIDGE TYPICAL INCLUDED FOR REFERENCE ONLY. IT WILL BE REMOVED FOR NEXT SUBMITTAL. 4. 3. 2. 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/20121485201-01-roadway-plans.pdf?sfvrsn=1ad5c837_1FEC-Railroad-Grade-Separation-Feasibility-Study
and this provides an opportunity to channel users to the bridge. Opportunities – providing a bridge, County without a pedestrian/bicycle bridge. Downtown Stuart Non-Motorized Grade Crossing over the FEC, elevators on both the east and west sides and the concept includes additional width on the bridge, Figure 2 – Bridge Road Limits of Potential Grade Separation, in Hobe Sound and 2 more crossings of US 1 (Roosevelt Bridge) over the tracks in Stuart, one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/montereyrd-fec-study-documents/fec-railroad-grade-separation-feasibility-study.pdf?sfvrsn=bbd48e27_1D5-11-04-25BSN
and Bridge Construction, or as amended by the project Specifications Package or any Supplemental, edition of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies, - ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge Construction and the Special, Days: 100 Total Bridge Length: Letting Date: 11/04/25 Total Proposal Length: 0 . 606 Miles, /A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/nov04/d5-11-04-25bsn.pdf?sfvrsn=6994179e_17000000.origind
face. 700-1.85 Acceptance of Signs. 700-1.58.1 Sign Inspection: Do not install signs until, and recommendations prior to the Engineer’s inspection. The Contractor shall provide certification, or project site and again at the final construction inspection. Repair and replace signs deemed, , or overhead structure) or all the signs on a bridge mounted sign structure and the sign structure, signs span wire mounted, bridge mounted, and lighted sequential, of each designated class of assembly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/7000000.origind.pdf?sfvrsn=34195ee0_0Part1_073124_clean
[e.g., U.S. Coast Guard (USCG) bridge permit, U.S. Army Corps of Engineers (USACE) Section 404, or expressway (based on coordination with OEM); or 7. A new bridge which provides new access to an area or bridge replacements (i.e., non-Type 1 CE). FDOT must complete the Programming Screen, road, highway, bridge, tunnel, or transit facility (such as a ferry dock or bus transfer station, , and transportation maintenance facilities. Bridge removal may be a component of a bridge replacement project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/part1_073124_clean.pdf?sfvrsn=8da79100_1ICYMI: Florida Response to Hurricane Ian Continues
. FDOT bridge inspectors continue to inspect bridges. Currently, 2,507 bridges have been, Current Major Road and Bridge Closures. The list of closures as of 3:00 p.m., 10/2/22 is listed below, Southbound at Peace River Bridge – All lanes closed DeSoto County NE Highway 70 at SE Mahon, Lee County Pine Island Road Bridge (SR-78/Pine Island Road at Matlacha Draw Bridge) Sanibel, Line – Bridge closed N Indiana Avenue Southbound from Old Englewood Road to Alameda Grande – All
https://www.fdot.gov/info/co/news/2022/10022022-2cost
and replacement of signage and traffic signals, road and bridge inspection, and debris removal. Figure 11, , which are used in all types of transportation construction projects including roadway and bridge, to provide internal structural support for concrete sidewalks, roads, bridge piers, building, to construct buildings, parking garages, bridge spans and other pieces of Florida’s transportation, Maintenance Roadside Maintenance Drainage Vegetation and Aesthetics Traffic Services Bridge Routine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/trends/tc-report/cost_0c6ba6fb-c3fa-4259-b358-3b2a897ae027.pdf?sfvrsn=7672cd64_007_Rail-Highway_Crossings_Redlines
No. 000-725-003: South Florida Rail Corridor Clearance.) For any construction affecting existing bridge clearances (e.g., bridge widenings or resurfacing) vertical clearances less than 16' - 0" shall be maintained or increased. If reducing the design vertical bridge clearance to a value between 16’ - 0, elevation with the embankment slope. These criteria may be used to establish the preliminary bridge length, which normally is also the length of bridge eligible for FHWA participation; however
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/07_rail-highway_crossings_redlines.pdf?sfvrsn=628fdfb6_507_Rail-Highway_Crossings_Rulemaking
Corridor Clearance .) For any construction affecting existing bridge clearances (e.g., bridge, . If reducing the design vertical bridge clearance to a value between 16’ - 0” and 16' - 2", the design, the preliminary bridge length, which normally is also the length of bridge eligible for FHWA, The inspection and maintenance of all features of rail-highway grade crossings shall be an integral
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/07_rail-highway_crossings_rulemaking.pdf?sfvrsn=73b4dad8_1EEO Officer list 05 05 2025
2007/10/09 2398720292 . . TESTING INC ALLIED INSPECTION SERVICES ROBERT MCQUEEN 2005/05/17 9416370481, 2006/07/12 2396939900 2396931667 . TRENCHING INC AMERICAN BRIDGE COMPANY JOSHUA ROBERTSON 2012/08/03, OM AMERICAN IN LINE INSPECTION ROBIN VALLANCE 2012/06/26 3864095446 3869574919
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/eeo-officer-listings/eeo-officer-list-05-05-2025.pdf?sfvrsn=a836063_1EEO Officer List 05 20 25
2398720292 . . TESTING INC ALLIED INSPECTION SERVICES ROBERT MCQUEEN 2005/05/17 9416370481, 2006/07/12 2396939900 2396931667 . TRENCHING INC AMERICAN BRIDGE COMPANY JOSHUA ROBERTSON 2012/08/03, OM AMERICAN IN LINE INSPECTION ROBIN VALLANCE 2012/06/26 3864095446 3869574919
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/eeo-officer-list-05-20-25.pdf?sfvrsn=9a0a51d4_1EEO Officer List 06 05 25
2398720292 . . TESTING INC ALLIED INSPECTION SERVICES ROBERT MCQUEEN 2005/05/17 9416370481 9415750444, 2396939900 2396931667 . TRENCHING INC AMERICAN BRIDGE COMPANY JOSHUA ROBERTSON 2012/08/03, AMERICAN IN LINE INSPECTION ROBIN VALLANCE 2012/06/26 3864095446 3869574919 americaninline@cfl.rr.com
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/eeo-officer-list-06-05-25.pdf?sfvrsn=5eb7950f_1EEO OFFICER LIST 07 07 2025
. . TESTING INC ALLIED INSPECTION SERVICES ROBERT MCQUEEN 2005/05/17 9416370481 9415750444 . ALLIED, 2396939900 2396931667 . TRENCHING INC AMERICAN BRIDGE COMPANY JOSHUA ROBERTSON 2012/08/03 4126311000, IN LINE INSPECTION ROBIN VALLANCE 2012/06/26 3864095446 3869574919 americaninline@cfl.rr.com SERVICE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/eeo-officer-list-07-07-2025.pdf?sfvrsn=c3702f33_1EEO OFFICER LIST 07 21 25
MCQUEEN 2007/10/09 2398720292 . . TESTING INC ALLIED INSPECTION SERVICES ROBERT MCQUEEN 2005/05/17, AND BRENT GARLAND 2006/07/12 2396939900 2396931667 . TRENCHING INC AMERICAN BRIDGE COMPANY JOSHUA, JENNY@AMERICANIMPACTWINDOWSYSTEMS.C AND DOORS, LLC OM AMERICAN IN LINE INSPECTION ROBIN VALLANCE 2012/06/26 3864095446 3869574919
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/eeo-officer-list-07-21-25.pdf?sfvrsn=df52f180_1EEO Officer List 09 03 2025
2398720292 . . TESTING INC ALLIED INSPECTION SERVICES ROBERT MCQUEEN 2005/05/17 9416370481 9415750444, AND BRENT GARLAND 2006/07/12 2396939900 2396931667 . TRENCHING INC AMERICAN BRIDGE COMPANY JOSHUA, JENNY@AMERICANIMPACTWINDOWSYSTEMS.C AND DOORS, LLC OM AMERICAN IN LINE INSPECTION ROBIN VALLANCE 2012/06/26 3864095446
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/eeo-officer-list-09-03-2025.pdf?sfvrsn=d4e9d6cc_1EEO Officer List 09 23 2025
& PAULA MCQUEEN 2007/10/09 2398720292 . . TESTING INC ALLIED INSPECTION SERVICES ROBERT MCQUEEN, AMERICAN BRIDGE COMPANY JOSHUA ROBERTSON 2012/08/03 4126311000 4126312000 JROBERTSON@AMERICANBRIDGE.NET, ) 401-7745 JENNY@AMERICANIMPACTWINDOWSYSTEMS.C AND DOORS, LLC OM AMERICAN IN LINE INSPECTION ROBIN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/eeo-officer-list-09-23-2025.pdf?sfvrsn=8043c926_1MPOAC-Governing-Board-Meeting-Pckg-06-07-2018
presented on setting and documenting performance targets for Safety, Bridge, Pavement, and System
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-governing-board-meeting-pckg-06-07-2018.pdf?sfvrsn=e609db31_1BCR_South_EA_07-17-2024
storage tracks via several ladder tracks north of westbound Terminal Drive bridge to offset, mainline tracks relocated to the outside. The station work and existing bridge piers will require, leading from the bus stop to the vertical circulation/pedestrian bridge to access the platform, goals and safety inspections. BCR South track work construction will require coordination with FEC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/projects_browardcommuterrail/bcr_south_ea_07-17-2024.pdf?sfvrsn=d94477b_1D5080000.DO
sufficient conductors for the actual needs of this bridge, and certification that cables to be furnished, , enclosure designed to be lifted as a unit from the unit for inspection. Include provisions to access, of the unit is such as to give sufficient light for the operation of the bridge, without glare, : F u r n i s h a n d i n s t a l l b r i d g e s u b marine cable assembly and bridge submarine, bridge submarine cables. Provide necessary clamps to secure bridge submarine cables to pier wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5080000.do.pdf?sfvrsn=da8db018_0