1780 search results for bridge inspection
E8U74
Contract Days: 1693 Total Bridge Length: 0.000 Miles Letting Date: 05/10/24 Total Proposal Length, 0107- 2- MOWING AC 7,509.520 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING (44622315201) LS 1.000 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT, 0400- 4- 5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 1.500 0400- 4- 8 CONC CLASS IV, BULKHEAD CY, - 4-640 OVERHEAD STATIC SIGN STRUCTURE, REMOVE BRIDGE MOUNT EA 2.000 0700- 13- 12 RETROREFLECTIVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may10/e8u74.pdf?sfvrsn=e5a90fae_1D0090000.do
at all times. 9-1.6 Ladders and Instrument Stands for Bridge Projects: On bridge projects, in order, of the project, (except materials exempted by 9-6.2), preserve for the Department’s inspection the invoices, the work provided for under the Contract and the Engineer has performed a final inspection and made, and bridge is less than $1,000,000. 9-9 Interest Due on Delayed Payments. TheDepartment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0090000.do.pdf?sfvrsn=564555a9_0D0090000.DO
at all times. 9-1.6 Ladders and Instrument Stands for Bridge Projects: On bridge projects, in order, of the project, (except materials exempted by 9-6.2), preserve for the Department’s inspection the invoices, the work provided for under the Contract and the Engineer has performed a final inspection and made, and bridge is less than $1,000,000. 9-9 Interest Due on Delayed Payments. TheDepartment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0090000.do3616fd0a27c84a5f8ecccbf624a699e9.pdf?sfvrsn=2733a76b_0TP-05-02-25BSN
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, Specifications for Road and Bridge Construction and the Special Provisions for instructions, ): 44089735201(*) Federal Aid No: N/A Total Roadway Length: 3.000 Miles Contract Days: 1669 Total Bridge, Quantity Section 0001 Structures 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY 5,478.300 0400- 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may02/tp-05-02-25bsn.pdf?sfvrsn=a7e81972_1FMTP24_TM2_Conditions_Performance
Linder International Airport MPO Metropolitan Planning Organization NBI National Bridge Inspection, Bridge Conditions, ...........................................................................................................................13 Table 5 | FHWA NHS Bridge, measures required by the Federal Highway Administration (FHWA), such as bridge and pavement conditions, Planning Time Index • Truck Bottlenecks • Highway Pavement Conditions • Bridge Conditions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/fmtp24/fmtp24_tm2_conditions_performance.pdf?sfvrsn=309c826a_44550201-724IMPLrev
the piles to facilitate inspection. Provide individual straight-line marks at 1-ft intervals legibly, Pile Inspection Device : Provide a pile inspection device that displays and stores electronically, Record form. Use this device during the inspection of test piles and production piles. SUBARTICLE, tested concrete piles in accordance with 455-5.14 will not require inspection during handling. Keep, as all the piles within one bent or pile footing for a specific bridge for each phase of construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4550201-724implrev.pdf?sfvrsn=ca68c24e_14550201-724IMPL
the piles to facilitate inspection. Provide individual straight-line marks at 1-ft intervals legibly, Pile Inspection Device : Provide a pile inspection device that displays and stores electronically, Driving Record form. Use this device during the inspection of test piles and production piles, tested concrete piles in accordance with 455-5.14 will not require inspection during handling. Keep, as all the piles within one bent or pile footing for a specific bridge for each phase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4550201-724impl.pdf?sfvrsn=5be8e41b_14550201-724origind
testing of piling. Prior to driving, clearly mark the piles to facilitate inspection. Provide, , or to install support or reaction piles for a load test. 455-5.3.5 Pile Inspection Device : Provide a pile inspection device that displays and stores electronically for every hammer blow along, the inspection of test piles and production piles. SUBARTICLE 455-5.4.1 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4550201-724originde8a68c24-55aa-4713-900d-c3e18e2be83f.pdf?sfvrsn=20943735_14550201-724origind
testing of piling. Prior to driving, clearly mark the piles to facilitate inspection. Provide, , or to install support or reaction piles for a load test. 455-5.3.5 Pile Inspection Device : Provide a pile inspection device that displays and stores electronically for every hammer blow along, the inspection of test piles and production piles. SUBARTICLE 455-5.4.1 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4550201-724origind.pdf?sfvrsn=1a1a73cf_1Chapter1s2Redline
No. 700-010-04 , Form No. 700-010-04, FDOT Standard Specifications for Road & Bridge Construction Standard Specifications for Road and Bridge Construction 1.2.4 Scope This document was created to assist the District Scheduling Engineer and/or the Construction Consultant Engineering and Inspection, Inspection (CEI) activities. Many of these factors can conflict with others and not all of them, of production rates for many of the activities that occur in highway/bridge construction projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter1s2redline.pdf?sfvrsn=135c9a41_8Workbook_REDLINE_12-2-10
SP0050501LS Lump Sum Projects INSPECTION. (REV 2-10-94) (1-10) Change(s) to: 5-9.1. SP0050901 Long bridge jobs (1500 feet or longer); modify to suit Draft January 2011 Workbook…..5 CONTROL, , 455-7.8, 455-11, 455-12. SP4550510A All Bridge projects with square, prestressed concrete pile, ) to: 455-5, 455-7.2, 455-7.8, 455-11, 455-12. SP4550510B All Bridge projects with square, ) Changes to 455-5.12.1, 455-11.15, 455-12.15, 455-12.16 SP4550512 All Bridge Projects with square
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/workbook_redline_12-2-10.pdf?sfvrsn=cb3ed0dc_0DOT-ITB-20-9033-SJ
, a reasonable opportunity must be given to these facilities for inspection of the items and returning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/dot-itb-20-9033-sj.pdf?sfvrsn=7f48abca_6Enterprise Business Glossary
Bridge Load Rating VIRTIS Communications AASHTO Materials Reference Laboratory re:source AASHTO, of a bridge containing the embankment at each end of the bridge. Abutments may be sloped or vertical, , testing, and inspection) are evaluated to determine the degree of compliance with contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/data/enterprise-business-glossary.pdf?sfvrsn=3491cf48_3fdot-bdv30-977-36-rpt
but a thought. Number of lives saved, slower speeds, less sudden braking Inspection reports of bridges, placed concrete bridge deck cracks, the cracks will need to be sealed and if the cracking is severe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv30-977-36-rpt.pdf?sfvrsn=2632488a_84550201D01-724FHWA
, and static load testing of piling. Prior to driving, clearly mark the piles to facilitate inspection, concrete piles, or to install support or reaction piles for a load test. 455-5.3.5 Pile Inspection Device : Provide a pile inspection device that displays and stores electronically for every, form. Use this device during the inspection of test piles and production piles. SUBARTICLE 455-5.4.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4550201d01-724fhwa.pdf?sfvrsn=c654f883_1Ad 26112 STAGE 2 ScopeOfServices_452826-1 SR 865
ENGINEERING SERVICES HIGHWAY AND BRIDGE/STRUCTURAL DESIGN This Exhibit forms an integral part, MCGREGOR BLVD Bridge No(s).: N/A Railroad Crossing No.: N/A Context Classification, Construction Engineering Inspection (CEI) representatives for inspection and final acceptance, underground infrastructure or earthwork excavation (i.e., drilled shafts, bridge piles, strain, for all items of work not covered by the Standard Specifications for Road and Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/ad-26112-stage-2-scopeofservices_452826-1-sr-865.pdf?sfvrsn=5dbecd6c_1TP-03-12-24BSN-30Day
consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge Construction, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, and Bridge Construction and the Special Provisions for instructions for submission of a DBE/AA Plan, : 280 Total Bridge Length: 0.000 Miles Letting Date: 03/12/24 Total Proposal Length: 16.183 Miles, - INSPECTION AND SETTLEMENT MONITORING (44206215201) LS 1.000 0110- 1- 1 CLEARING & GRUBBING (44206215201
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/mar12/tp-03-12-24bsn-30day.pdf?sfvrsn=1958f784_1E6P23
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 06240328 Call Order: 005 Proposal: E6P23 District:06 Counties: MIAMI-DADE Road Name: SR 5/US 1/BISCAYNE BLVD. Limits: 87030000 Project(s): 44391115201(*) Federal Aid No: N/A Total Roadway Length: 0.860 Miles Contract Days: 340 Total Bridge Length: 0.000 Miles Letting Date: 03/28/24 Total, REMOVAL AC 54.470 0107- 2- MOWING AC 4.630 0108- 1- MONITOR EXISTING STRUCTURES- INSPECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/mar28/e6p23.pdf?sfvrsn=11cac5f9_1Owners Representative for Collier to Polk Regionally Significant Trail Corridor Scope
[Planning through Construction Engineering Inspection (CEI)], Planning, Project Development, Design, ) Program Guidance Project Management Handbook FDOT Traffic Engineering Manual FDOT Bridge
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, Complex Bridge Design. Provide Submit a contingency plan addressing natural weather events, intensity of 10 ft-cd for general, 20 ft-cd for work, and 50 ft-cd for inspection. All drawings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5610401.origind.pdf?sfvrsn=d260ec8_0