2219 search results for bridge inspection
Standard Plans - FY 2026-27 CADD (DGN - CEL)
Standard Plans within FDOT Contract Plans Skip to Standard Plans for Bridge Construction Last updated, 305 353-001 DGN Concrete Slab Replacement 308 370-001 DGN Bridge Approach, 206 440-001 DGN Underdrain 286 440-002 DGN Underdrain Inspection Box 245 443-001, 508-T01 DGN Traffic Control Devices for Movable Span Bridge Signals 17890 509-070 DGN, 11861 700-012 DGN Single Post Bridge Mounted Sign Support 11870 700-013 DGN
https://www.fdot.gov/design/standardplans/current/dgns0010300Admin.impl
. Anindividual,firm, or corporation submitting a proposal for the proposed work. Bridge. Astructure, culvert is considered a bridge, where the length between the extreme ends of the openings exceeds 20 feet, inspections of the materials furnished and of the work performed by the Contractor. Laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0010300admin.impl.pdf?sfvrsn=3453285c_0NPDES CGP SWPPP Template for FDOT Projects_form
(s) Bridge Hydraulic Recommendation Sheet(s) Lateral Ditch XS Sheet(s) Drainage Pdplrd* Pdxsrd, ) Inspections Must be at least once every seven calendar days and within 24- hours of the end of a storm, be inspected by a qualified inspector that you must provide (See Part 6). Inspections are required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/npdes-cgp-swppp-template-for-fdot-projects_form.docx?sfvrsn=e208d90_6SP1050813DB-723origind
, inspection of the construction activities and oversight of the foundation construction operations, and/or Statnamic load tests) used on the project on at least three Department bridge projects. 105-8.13.3, including at least three Department bridge projects. This “responsible charge” experience shall, piles for a period of not less than two years including at least three Department bridge projects, -bridge structures must either possess CTQP ACP Inspector qualification, or,or Auger Cast Pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/sp1050813db-723origind.pdf?sfvrsn=91cf2eab_1District 5 Statewide Maintenance Contacts
) 378-1892 Emily Higgins Adopt-A-Highway Contact (386) 943-5288 DISTRICT 5 BRIDGE INSPECTION 1650 North Kepler RoadDeLand, FL 32724PHONE: (386) 740-3400FAX: (386) 740-3481 District 5 Bridge Inspection Contacts Name Title/Responsibilities Phone Number Business Cell Mario Bizzio District, (386) 740-3418 (386) 279-5477 Douglas Shockley Inspection Section Manager (386) 740-3463 (386
https://www.fdot.gov/maintenance/statewide-contacts/district5mapcontacts.shtmE8U72
Days: 2022 Total Bridge Length: 0.430 Miles Letting Date: 11/08/24 Total Proposal Length: 20.724, bridge construction, MSE walls, box culverts, add lanes & reconstruct, milling & resurfacing, base work, STRUCTURES/BRIDGES (43619415201 BRIDGE 924229) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920611) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201 BRIDGE ID 920612) LS 1.000 0110- 3- REMOVAL OF EXISTING STRUCTURES/BRIDGES (43619415201
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/nov08/e8u72.pdf?sfvrsn=66b46fb7_14551501.FHWA
and compaction of fill. 14. P r o v i d e t h e make a n d model of the shaft inspection device, on the bottom of the excavation. Include all cost related to the inspection device in the cost of drilled, inspection on a video monitor at the surface in real time. (c) P r o vides a p e r manent r e c o r d o f the entire inspection with voice annotation on a quality DVD with a resolution of not less, measurement scale on the video monitor and to produce a clear recording of the inspection. (f
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4551501.fhwa.pdf?sfvrsn=c83c918e_05600000SS
Structures Painting Council) (SSPC) PA 1, AASHTO/NSBA Steel Bridge Collaboration S 8.1, Assurance. Develop a QC plan in accordance with Specification 105. Ensure that all inspection, to the satisfaction of the Engineer to facilitate safe inspection of all surface preparation and coating, that all personnel performing coating inspections are NACE CIP certified or are reporting directly, , and inspection criteria. Only personnel receiving this training may mix or apply coatings. Use thinners
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5600000ssa4df5043c39047a5a2a5426ff9c77802.pdf?sfvrsn=f4e8be9b_04551501DB.FHWA
inspection device, if applicable, and procedures for visual inspection. 15. D e t a i l s o f e n v i r o n, the bottom conditions of a drilled shaft excavation for bridge foundations and to measure, of the excavation. Continuously videotape the inspection of each drilled shaft excavation after final cleaning, video camera sealed inside a watertight bell housing. (b)Providesaclearview of the bottom inspection, the entire inspection with voice annotation on a quality DVD with a resolution of not less than 720 x
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4551501db.fhwa.pdf?sfvrsn=a131dd4b_0E1W50Addendum001
DESCRIPTION: Hollandtown Road over Lake Dale Branch Bridge Replacement FINANCIAL PROJECT, – ADDENDUM NO. 1 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January 2962, 2024, Road over Lake Dale Branch Bridge Replacement Financial Projects Number(s): 452792-1-52-01, – ADDENDUM NO. 1 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January 29, 2024 Version, 5 Request for Proposal – ADDENDUM NO. 1 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50addendum001.pdf?sfvrsn=fd1f8de9_1E1W50Addendum002
DESCRIPTION: Hollandtown Road over Lake Dale Branch Bridge Replacement FINANCIAL PROJECT, for Proposal – ADDENDUM NO. 21 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January 31026, LOW BID DESIGN-BUILD REQUEST FOR PROPOSAL For Hollandtown Road over Lake Dale Branch Bridge, Lake Dale Branch Bridge Replacement January 31, 2024 Version 2023-01c dated 4/11/2023 Page 1 of 43, – ADDENDUM NO. 2 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge Replacement January 31, 2024 Version
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50addendum002.pdf?sfvrsn=b0462ea3_1E1W50Addendum004
DESCRIPTION: Hollandtown Road over Lake Dale Branch Bridge Replacement FINANCIAL PROJECT, Name Request for Proposal – ADDENDUM NO. 43 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge, REQUEST FOR PROPOSAL For Hollandtown Road over Lake Dale Branch Bridge Replacement Financial, NO. 4 Request for Proposal – ADDENDUM NO. 4 E1W50 Hollandtown Rd. over Lake Dale Branch Bridge, Rd. over Lake Dale Branch Bridge Replacement March 12, 2024 Version 2023-01c dated 4/11/2023 Page 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w50/e1w50addendum004.pdf?sfvrsn=96b59839_1chgtab
1-10 SP4550510A New SP. To change capacity determination of prestressed concrete pile bridge, damping values determined from dynamic load tests. Usage note: All Bridge projects with square, capacity determination of prestressed concrete pile bridge foundations (without test piles) from, dynamic load tests. Usage note: All Bridge projects with square, prestressed concrete pile, with Segmental Bridges” to “All Precast Segmental Bridge Jobs” 5-6-08 10-8-08 7-09 SS4550000 Rolled
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/chgtab.pdf?sfvrsn=e25d948e_0D4000000.do
inspection after the concrete has attained adequate strength. Remove permanent bridge deck forms, inspection after the concrete has attained adequate strength. Remove permanent bridge deck form panels, forms to form concrete bridge deck slabs only when allowed by design note in the plans, and is subject, required for the original plan design. Submit all changes in design details of bridge structural members, bridge deck forms: (1)Designtheforms on the basis of deadload of form, reinforcement, and plastic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4000000.doea4bb3f151dd46a8830de389a3d5532a.pdf?sfvrsn=670d9459_04000000SS
bridge deck slabs only when allowed by design note in the plans, and is subject to the conditions, all changes in design details of bridge structural members that support stay-in-place forms, e f o l l o w i n g c r i t e r i a f o r t h e d e s i g n o f p e r manent bridge deck forms, surface of the concrete deck. (7)Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges of supporting structural members. (8)Donotusepermanent steel bridge deck forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4000000ss2f0fb9396cec4c5da43fbd11e3cfe0f6.pdf?sfvrsn=6a272c78_04000000SS
for visual inspection after the concrete has attained adequate strength. Remove permanent bridge deck form, bridge deck slabs only when allowed by design note in the plans, and is subject to the conditions, plan design. Submit all changes in design details of bridge structural members that support stay, n : M e e t t h e f o l l o w i n g c r i t e r i a f o r t h e d e s i g n o f p e r manent bridge, from the top surface of the concrete deck. (7)Donotconsiderthepermanent bridge deck form as lateral
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ss.pdf?sfvrsn=54c2b5d3_04000000SS
for visual inspection after the concrete has attained adequate strength. Remove permanent bridge deck form, bridge deck slabs only when allowed by design note in the plans, and is subject to the conditions, plan design. Submit all changes in design details of bridge structural members that support stay, n : M e e t t h e f o l l o w i n g c r i t e r i a f o r t h e d e s i g n o f p e r manent bridge, from the top surface of the concrete deck. (7)Donotconsiderthepermanent bridge deck form as lateral
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ssffbc36de9e8643ebbdd62700a869aa25.pdf?sfvrsn=ba79ec66_0Standard Plans - FY 2020-21 CADD (DGN - CEL)
FDOT Contract Plans Skip to Standard Plans for Bridge Construction Last updated: 10/30/2019 Standard, Replacement 308 370-001 DGN Concrete Slab Replacement Bridge Approach Expansion Joint, DGN Underdrain 286 440-002 DGN Underdrain Inspection Box 245 443-001 DGN, for Movable Span Bridge Signals 17890 509-070 DGN Railroad Grade Crossing Traffic, 700-012 DGN Single Post Bridge Mounted Sign Support 11870 700-013 DGN Single Post
https://www.fdot.gov/design/standardplans/2021/21dgns.shtmStandard Plans - FY 2019-20 CADD (DGN - CEL)
FDOT Contract Plans Skip to Standard Plans for Bridge Construction Last updated: 12/22/2018 Standard, Replacement 308 370-001 DGN Concrete Slab Replacement Bridge Approach Expansion Joint, DGN Underdrain 286 440-002 DGN Underdrain Inspection Box 245 443-001 DGN, Construction Miscellaneous 508-T01 DGN Traffic Control Devices for Movable Span Bridge Signals, 11861 700-012 DGN Single Post Bridge Mounted Sign Support 11870 700-013
https://www.fdot.gov/design/standardplans/2020/20dgns.shtm2024FDM152ShopDrawings
bridge components (e.g., steel girders, non-standard precast/prestressed beams) typically include, . Figure 152.11.4 also shows the flow of demolition plans of a bridge with continuous beams, demolition plans of a bridge with continuous beams or girders where one span within the unit, -standard drainage structures (except bridge items such as poles and bracket arms, or as noted, or as otherwise directed at the project's preconstruction conference. Submittals related to bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm152shopdrawings.pdf?sfvrsn=c22259df_1