1780 search results for bridge inspection
Requalification Schedule & Requirements
Material 2-Year On-line Requalification 370001 Bridge Approach Expansion Joints: Bars, Concrete, and Frames-Trenchdrain 2-Year On-line Requalification 440001 Underdrain Inspection Box 2-Year On-line, 2-Year On-line Requalification 455014 Shaft Inspection Device (SID) 2-Year On-line Requalification, 458001 Non-Standard Polymer Nosing for Bridge Deck Joint 2-Year On-line Requalification 459001, On-line Requalification 460012 Steel Railing 2-Year On-line Requalification 460020 Bridge Hanger
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/productevaluation/ipl/files/requalification-schedule-requirements.pdf?sfvrsn=8d216c77_16E4X48 Attachment I Samples of Existing Operations Reports
substance or drug, except where prescribed by a physician, while on duty Review Road Ranger Inspection reports to ensure that no road rangers were found to be under the influence during the inspection, Inspection reports to ensure that no inappropriate sirens (e.g. flashing red and blue or lights, Confirm that inspections and testing were conducted every month and in accordance with the applicable, hours Yes Complete repairs identified in the inspection report within 3 days Yes Use the "Trouble
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x48/e4x48-attachment-i-samples-of-existing-operations-reports.pdf?sfvrsn=24c7f140_1E1W36Addendum002
Warranty Non-LA smoothness A10_330 MSP Hot Mix Asphalt A11_ Structure Analysis and Bridge Reports, Engineering and Inspection: ........................................................... 2 5 T, Analysis and Bridge Reports A12_Geotechnical Report – Signed and sealed Geotechnical Data Report, (see Attachment A11_Bridge Reports). At the bridge culvert, remove guardrail. Reconstruct unpaved, contract administration, management services, construction engineering inspection services
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum002.pdf?sfvrsn=49bae6d3_1FMTP TM3_Performance and Conditions
permit. Structurally deficient means that a National Bridge Inspection (NBI) structural condition, Bridge Conditions, 6 | Percentage of NHS Bridge Deck Area in Good and Poor Condition, . Additionally, performance measures required by FHWA, such as bridge and pavement conditions are also, Level of Service • Highway Pavement Conditions • Bridge Conditions • Highway (Truck) Safety
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/2020/fmtp-tm3_performance-and-conditions.pdf?sfvrsn=fe2d9b42_1TP-05-10-24BSN
in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized to do, /contracts/cpp-online- ordering/bidder-assist.shtm, Standard Specifications for Road and Bridge, Miles Contract Days: 1693 Total Bridge Length: 0.000 Miles Letting Date: 05/10/24 Total Proposal, 10,855.040 0107- 2- MOWING AC 7,509.520 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may10/tp-05-10-24bsn.pdf?sfvrsn=62c684c9_1fdot-bdv31-977-93-rpt
Prestressed concrete is widely used in bridge construction and is considered a cost-effective and efficient, , bridge construction projects in Florida may now incorporate flexible fillers in lieu, . vi EXECUTIVE SUMMARY Prestressed c o n c rete is widely used i n bridge construction, and facilitate replacement of tendons, bridge construction projects in Florida may now incorporate, Cementitious grout: (a) inspection of a post-tensioned tendon (Vector Corrosion Technologies, 2014
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-93-rpt.pdf?sfvrsn=7aa2e627_3FMTP Investment Element_2014-09-11
................................................................................... 2‐28 FIGURE 28: BRIDGE CONDITION RATING EXCELLENT OR GOOD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/2014/fmtp-investment-element_2014-09-11.pdf?sfvrsn=7ad779e8_1E8V33BidTabs
for roadway widening, reconstruction, milling, resurfacing, bridge improvements/replacements, toll site, is bid as Lump Sum SECTION: 0001 Structures 0065 0415 1 4 927,133.000 REINFORCINGSTEEL-BRIDGE LB SUPERSTRUCTURE 0070 0415 1 5 1,032,187.000 REINFORCINGSTEEL-BRIDGE LB SUBSTRUCTURE 0075 0415, INSPECTION, DRIVEN PILE EA 0125 0455 34 3 15,220.000 PRESTRESSED CONCRETE PILING, 18" LF SQ 0130 0455 34, " SQ 0160 0458 1 11 860.000 BRIDGE D E C K E X P A N S I O N J O I N T , N E W L F C O N S T R U
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/march11/e8v33bidtabs.pdf?sfvrsn=a1f59f5c_1PD&E Manual 2024_FINAL_073124
[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/pd-e-manual-2024_final_073124.pdf?sfvrsn=746c6ea6_14520000SS
) PAGE462.ThefollowingnewSectionisaddedafterSection451: SECTION452 PRECASTSEGMENTAL BRIDGE CONSTRUCTION 452-1 Description, of Section 105. 452-3 Definitions. Thefollowing definitions apply to segmental bridge construction, geometry that has to be followed in the casting cell or bed for achieving the theoretical bridge, ) deformations have taken place. The casting curve is a combination of the theoretical bridge geometrical, on a continuous layout of an entire unit of the bridge between expansion joints. Maintain this plot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4520000ss.pdf?sfvrsn=8c2d4f07_0SS4520000
) 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_0FEC-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_120121485201-01-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_1Part1_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_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_0ICYMI: 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/2025/07_rail-highway_crossings_redlines.pdf?sfvrsn=628fdfb6_3EEO 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_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_1