2219 search results for bridge inspection
D4300000.do
. The Engineer may require further testing of the pipe as a result of the inspection. If so directed, . Pipe deflected 5% or more of the certified actual mean diameter of the pipe at final inspection, inspection shall be replaced at no cost to the Department. 430-11 Method of Measurement. 430-11.1 New, trestle bridge work which is performed by the railroad’s forces, as billed to him by the railroad
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4300000.do8f73ecc5797d441da28c7de19eefbc94.pdf?sfvrsn=5a3801bd_04550103.origind
completion of inspection by the divers, the Department may also elect to inspect the work before, a written report by the divers to the Engineer indicating the results of their underwater inspection, make a n d model of the shaft inspection device, if applicable. 15.Detailsofenvironmental control, supporting non-bridge structures, including sign, signal, lighting and ITS structures, to a depth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4550103.origind.pdf?sfvrsn=bb372c4f_04550103.impl
soils or rock. Correct any deficiencies found by the divers. Upon completion of inspection, indicating the results of their underwater inspection before requesting authorization to place, . P r o v i d e t h e make a n d model of the shaft inspection device, if applicable, shafts supporting non-bridge structures, including sign, signal, lighting and ITS structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4550103.impl.pdf?sfvrsn=5d3e7a7a_06200000.resp
”. For poles on bridge structures, bring the grounding conductors out to a pull box at each end, that the top 4” are accessible for inspection in accordance with 620-3.1, Response: Already, and the NEC. Change made. 7. 620-4.2 Inspection: Move this text, Measure the resistance at each, is the cumulative resistance of all rods in a parallel circuit. to 620-4 Ground Resistance testing & Inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/6200000.resp.pdf?sfvrsn=5f049ccf_0Historical Item Averages Market Area 05
STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 0108 2 3 $43,000.00 $129,000.00 3.000 LS N MONITOR, $5,341,962.50 6,105.100 CY N CONC CLASS II, BRIDGE SUPERSTRUCTURE 0400 2 10 2 $774.06 $666,315.00 860.800 CY N, IV, CULVERTS 0400 4 5 2 $1,536.19 $796,360.00 518.400 CY N CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE, 2 $8.66 $195,208.26 22,539.000 SY N BRIDGE DECK GROOVING 0400 8 5 1 $1,330.00 $297,255.00 223.500 CY N CONCRETE CLASS V, BRIDGE SUBSTRUCTURE 0400 8 25 1 $1,290.00 $5,574,606.00 4,321.400 CY N CONC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-05.pdf?sfvrsn=71dccc23_4Pt1Ch12_073124_clean
surface waters, impacts to civil works projects, and for bridge or causeway construction over, States.” Such structures or works include boat ramps, piers, breakwaters, jetties, docks, bridge, to grant permission to alter civil works projects. If a project involves a bridge over navigable waters of the United States, the USCG issues bridge permits under the Rivers and Harbors Act of 1899 and the General Bridge Act of 1946 . These Acts placed the navigable waters of the United States
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt1ch12_073124_clean.pdf?sfvrsn=a2750636_1E1W36Addendum004
III to construct the guardrail at the bridges (see Attachment A11_Bridge Reports). At the bridge, Engineering and Inspection: ........................................................... 2 6 R. Testing, Analysis and Bridge Reports A12_Geotechnical Report – Signed and sealed Geotechnical Data Report, A27_Survey Data A28_SUE A29_UAO Green lines A30_Contamination Review & Bridge Survey Results Bid, A11_Bridge Reports). At the bridge culvert, remove guardrail. Reconstruct unpaved shoulder and front
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum004.pdf?sfvrsn=4b465263_19084 Contract Document
Standard Specifications for Road and Bridge Construction (Latest Edition), including revisions. ASTM, be in effect for all items purchased using this contract. 4.0 SAMPLING AND INSPECTION 4.1 Samples, in the “General Conditions” of the bid. 4.3 Inspection and Test: The State of Florida reserves the right, for Road and Bridge Construction (Latest Edition), including revisions. ASTM Standards (Application, for all items purchased using this contract. 4.0 SAMPLING AND INSPECTION 4.1 Samples: Samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/dot-itb-20-9033-sj.pdf?sfvrsn=7f48abca_7Smart Work Zones Guidebook
Engineering and Inspection dB Decibel DDC Developmental Design Criteria DevSpecs Developmental, Devices (MUTCD) and the FDOT Standard Specifications for Road and Bridge Construction when, Manual (FDM), FDOT Standard Specifications for Road and Bridge Construction, and FDOT Speed Zoning, Engineering and Inspection (CEI) inspectors, the FDOT Regional Transportation Management Center, Standard Specifications for Road and Bridge Construction. Provide SWZ cloud- based processing, management
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/smart-work-zones_guidebook.pdf?sfvrsn=28574a9b_57850000.origind
of the Standard Specifications for Road and Bridge Construction (SSRBC) has been moved to other, (MSTCSD) and the Standard Specifications for Road and Bridge Construction (SSRBC). Language in Section, of all quality control testing and inspection required by Sections 346 and 450; however the PCI, instructions, inspection instructions (including recommended schedules and procedures), and operating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/7850000.origind.pdf?sfvrsn=4d0a3bf4_0Chapter11s5Redline
, Subchapter G – Engineering and Traffic Operations, Part 637 - Construction Inspection and Approval Section 330, Standard Specifications for Road and Bridge Construction 11.5.4 General The FDOT's, method. The Daily Report of Construction, Form No. 700-010-13, will reflect this inspection. (3, of a project, beginning of a bridge approach slab, etc. For example: if the deficient length is 5 ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter11s5redline.pdf?sfvrsn=91d03c00_5BABA Implementation Plan- Construction Academy, Fall 2025
Materials Metal & Plastic Pipe*, Wire/Conductors*, Guardrail*, Poles*, Sign Structures*, Bridge, Item Method of A c c eptance APL# Date, Quantity, Unit Batch #, Wall #, Bridge # if applicable, combination of methods may be applicable, per the specs Visual Inspection- Approved Product: Product matches label and/or photos on the A P L Visual Inspection- Installation: Product was installed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/baba-implementation-plan--construction-academy-fall-2025.pdf?sfvrsn=2db63911_1E8U45BidTabs
of roadway reconstruction, widening, milling and resurfacing, widening of Bridge Nos. 860490 and 860491 over Sample Rd, widening of Bridge No. 860492 over Canal 5, stormwater enhancements, stormwater, OF EXISTING STRUCTURES/BRIDGES 43546115201 BRIDGE 860490 (755.000) SF (LS) 500,505.00000 500,505.00, /BRIDGES 43546115201 BRIDGE 860491 (770.000) SF (LS) 500,505.00000 500,505.00 219,350.00000 219,350.00 300,000.00000 300,000.00 0015 0110 3 REMOVAL OF EXISTING STRUCTURES/BRIDGES 43546115201 BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/apr16/e8u45bidtabs.pdf?sfvrsn=3dbb4b12_1E8U76BidTabs
, equipment and incidentals necessary for roadway widening, reconstruction, milling, resurfacing, bridge, : 0005 0110 3 REMOVAL OF EXISTING STRUCTURES/BRIDGES 40614355201 BRIDGE ID 930447 (9444.000) SF, REMOVAL OF EXISTING STRUCTURES/BRIDGES 40614355201 BRIDGE ID 930565 (49492.000) SF (LS, REMOVAL OF EXISTING STRUCTURES/BRIDGES 40614355201 BRIDGE ID 931004 (3757.000) SF (LS, OF EXISTING STRUCTURES/BRIDGES 40614355201 BRIDGE ID 934971 (33871.000) SF (LS) 1,000,000.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/jun21/e8u76bidtabs.pdf?sfvrsn=16e2299f_1FMTP24_TM6_Project Prioritzation
screening and credentialing systems for vehicles, including weigh-in-motion truck inspection, • A highway or bridge project, other than a project described above, to improve the flow, • Does this project have a bridge repair/maintenance component? • Does this project improve pavement, of structurally deficient bridges is used to measure the state of Florida’s freight system. If a bridge has, . Identifying projects with the presence of a structurally deficient bridge prioritizes the goal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/fmtp24/fmtp24_tm6_project-prioritzation.pdf?sfvrsn=ceddd3ea_5001-556 7-22impl
for the proposed work. Bridge. A structure, including supports, erected over a depression or over, between the inside faces of end supports. A multiple-span box culvert is considered a bridge, where, Activity. Culverts. Any structure not classified as a bridge that provides an opening under, of the Engineer, assigned to make official inspections of the materials furnished and of the work, for Road and Bridge Construction” an electronic book, applicable to all Department Contracts containing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/001-556-7-22impl.pdf?sfvrsn=1889154d_2001-556-722FHWA
. Bridge. A structure, including supports, erected over a depression or over an obstruction, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length, . Any structure not classified as a bridge that provides an opening under the roadway. Delay. Any, , assigned to make official inspections of the materials furnished and of the work performed, for Road and Bridge Construction” an electronic book, applicable to all Department Contracts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/001-556-722fhwa.pdf?sfvrsn=c36350ee_2001-556-722origind
. Bridge. A structure, including supports, erected over a depression or over an obstruction, the inside faces of end supports. A multiple-span box culvert is considered a bridge, where the length, . Any structure not classified as a bridge that provides an opening under the roadway. Delay. Any, , assigned to make official inspections of the materials furnished and of the work performed, for Road and Bridge Construction” an electronic book, applicable to all Department Contracts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/001-556-722origind.pdf?sfvrsn=5e4cb7cf_2DOT-ITB-24-9016-DG
for Road and Bridge Construction. 704 Tubular Marker - posts shall provide a height of 36 inches, of Transportation Standard Specifications for Road and Bridge Construction. Item # Description / Model, and Bridge Construction. 704 Tubular Marker – posts shall provide a height of 36 inches above, for Road and Bridge Construction. Item # Description / Model # Unit Price per box (each) Unit, for Road an Bridge Construction. NO AWARD Section 704 – Tubular Markers – All items bid shall meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/itb-dot-1718-9069-kw.pdf?sfvrsn=41bd9c8a_5Design Standards 2010 Interim
1 of 1 245.pdf UNDERDRAIN INSPECTION BOX – Dated 01/01/10: Added center of box reference point, GUARDRAIL TRANSITIONS AND CONNECTIONS FOR EXISTING BRIDGES – Dated 01/01/10: Added note for bridge name plate as note 2. "<view IDS> 403 3 of 3 403.pdf GUARDRAIL TRANSITIONS FOR EXISTING BRIDGE, for recycled plastic posts in Note 7. 810 1-3 of 4 810.pdf BRIDGE FENCING (VERTICAL) - Dated 01/01/11, and PAYMENT note. "<view IDS> 820 1 of 1 820B.pdf BRIDGE PEDESTRIAN/BICYCLE BULLET RAILING
https://www.fdot.gov/roadway/ds/10/istds.shtm