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1040000FHWA
. 104-4 Materials for Temporary Erosion Control. The Engineer will not require testing of materials, no testing is required, the Engineer will base acceptance on visual inspection. The Contractor may use, /sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Submit to the Engineer, certified test reports from the manufacturer showing that the erosion control blankets meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/1040000fhwa.pdf?sfvrsn=a0831e11_2D3370000
i b e r material indicating compliance with the above tests. 337-2.6.1.1 Notice of Patented, indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use, and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-4.1, for sample size of n = 1 from the verified mix design 337-6.3.1 Individual Test Tolerances for FC-5 Production: In the event that an individual Quality Control test result of a sublot for gradation (P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d337000084c982db164045a799abb166cd92fc63.pdf?sfvrsn=55852fd5_0D3370000
i b e r material indicating compliance with the above tests. 337-2.6.1.1 Notice of Patented, indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use, and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-4.1, for sample size of n = 1 from the verified mix design 337-6.3.1 Individual Test Tolerances for FC-5 Production: In the event that an individual Quality Control test result of a sublot for gradation (P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3370000.pdf?sfvrsn=96f044a0_0Commercial Drivers License Information System (CDLIS)
Status: Existing Description: The Commercial Drivers License Information System (CDLIS) is a nationwide drivers license system that the Federal Highway Administration (FHWA) has developed and issued standards for testing and licensing CMV drivers. Stakeholder: FMCSA Systems Interconnectedwith the Commercial Drivers License Information System (CDLIS) CVO Electronic Bypass Sites Interconnect Diagram Architecture Flow Diagramswhich include Commercial Drivers License Information System (CDLIS
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/elements/d274af08-dc9d-4a69-975b-73831827ffd42016
Amendment to FS 316.85, 316.86, 319.145, 339.175, 339.64, 316.0898, 627.0653 Removed restrictions of operators to manufacturers of autonomous technology Removed requirement for a human operator to be present in the vehicle for testing purposes Removed insurance/bond requirement Added requirement for the autonomous vehicle to be capable of bringing the vehicle to a stop if the operator is not able to Added requirements that MPO Long-Range Transportation Plans and FDOT’s Strategic Intermodal
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/legislative-resources/711a5449-53b2-499c-a78a-4bb8b98648f4dce24-00
no other cylinder breaks are available, the need fo r in place testing should be discussed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2000/dce24-00.pdf?sfvrsn=18f87206_0SS3410400
Rubber Binder. Meet the requirements of Section 336 Asphalt Rubber Binder, particularly noting testing
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105 CONTRACTORQUALITYCONTROLGENERALREQUIREMENTS. (REV5-13-10)(FA5-17-10)(1-11) SUBARTICLE105-8.6.2(Page144)isdeletedandthefollowingsubstituted: 105-8.6.2 P a v i n g T e c h n i c i a n s : F o r p a v i n g o p e r a t i o n s , k e e p a q u a l i f i e d C T Q P A s p h a l t P a v i n g L e v e l I I t e c h n i c i a n o n t h e r o a d w a y a t a l l t i mes when placing asphalt mix for the Department, and perform all testing with a CTQP Asphalt Paving Level I technician
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Binder. Meettherequirements of Section 336 Asphalt Rubber Binder, particularly noting testing nd action
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss3410400.pdf?sfvrsn=96694566_04600501.FHWA
consistency in lubrication of fastener assembly during Rotational Capacity (RC) testing and installation, proceduresinaccordance with for the handling, lubrication, installation, tightening and testing of ASTM, in lubrication of fastener assembly during Rotational Capacity (RC) testing and installation. Assemblies, proceduresinaccordance with for the handling, lubrication, installation, tightening and testing of ASTM A 490 bolts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4600501.fhwa.pdf?sfvrsn=5778471a_03410400.impl
of Section 336 Asphalt Rubber Binder, particularly noting testing and action requirements to be met
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3410400.impl.pdf?sfvrsn=b9b40e10_03300904.comm
, regardless of the lift being placed. Response: 2: Addressing deficiencies when testing is done
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/3300904.comm.pdf?sfvrsn=ea5fe33f_05210100.origind
acceptance; therefore, assume responsibility for performance of quality control testing and inspections required by Sections 346 and 400. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL
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: SUGGESTED CHANGE 929-1.2 Approved Laboratory: The cementitious materials supplier’s testing
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of all paving operations. Notify the Engineer of the location and time of straightedge testing a minimum of 48 hours before beginning testing. The Engineer will verify the straightedge testing, before or after laser acceptance testing. Response: There is possibly a misunderstanding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3300302-resp.pdf?sfvrsn=93109048_43360000.resp
and testing of asphalt binder terminals (Section 919) and asphalt rubber binder terminals (Section 336
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3360000.resp.pdf?sfvrsn=eb524502_04490300.comm
it, please rember the section of 449 that includes the Hydrostatic testing of Pipe, the PSI
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in these Specifications. In the event that density testing is not required, provide a tandem steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3200500.impl.pdf?sfvrsn=1ed4f04b_0compositepavements-p
Evaluation of Feasibility of Using Composite Pavements in Florida By Means of HVS Testing By Mang Tia Patricio Tapia Wasantha Kumara Chung-Lung Wu Acknowledgments Project Manager: Dr. Bouzid Choubane Key FDOT Personnel (alphabetical order): Mike Bergin, Tom Byron, Richard Delorenzo, Lance Denmark, Shawn English, Joseph Fitzgerald, Vidal Francis, Charles Ishee, Abdenour Nazef, Aaron Philpott, Steve Ross, Greg Sholar, Kyle Younger, and others Research Need Increasing truck
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/smo/compositepavements-p.pdf?sfvrsn=f70361c2_2InternalCommentResponse3340500
Specification Section 334 Subarticle 334-5 ORIGINATION Date: 4-23-24 Name: Richard Hewitt Email: Richard.Hewitt@dot.state.fl.us COMMENTARY Current language discusses intersections and clarifies density testing exceptions with "stop bar to stop bar" language, but roundabout intersections do not have stop bars, thus I'm adding "within yield lines" language for roundabout intersections. INTERNAL COMMENTS AND RESPONSES BLACK = Comment BLUE = Specifications Response GREEN = Change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/internal/comments-responses/internalcommentresponse3340500.pdf?sfvrsn=ae4c6dad_1