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SS9310000
of test results meeting the specification limits of the ASTM or AASHTO designation for the particular size, grade and any additional requirements. Randomly taken test samples and certification of test values, representing each production LOT of reinforcing steel, shall be provided to the Engineer for each Contract prior to use. Randomly taken test samples shall be cut from bundled steel, including test results for thickness, dimension, grade, length, size, and spacing. Each certified mill
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9310000.pdf?sfvrsn=d7c9d9df_0pcshistory
Deduct. 9) D2 Scrap Scop/Local Government Projects = 104.10 miles tested 10) PCI Survey of Central Florida Tourism Oversight District (CFTOD) = 280 miles tested 11) PCS Field Work Started 1/22/2024, /Local Government Projects =201.76 miles tested 2) PCS Field Work Started 2/14/2023, Surveys by State Materials Office 1) FM 5-549 updated to include Daily Bounce. 2) Daily Bounce Test, a new rerun criteria for IRI based + or – 2 standard deviation points using a 4-year dataset and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pcs/pcshistory.pdf?sfvrsn=f9ff9f5_14600402.origind
the records of the material testing and certification processes and component/part identification, inspections and testing of materials or work that fail to meet Contract requirements for acceptance. The cost of such inspections and tests shall be borne by the Contractor, assembly during Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss, A490 for the handling, lubrication, installation, tightening and testing of ASTM A490 such bolts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4600402.origind.pdf?sfvrsn=67aa28f7_03460303.FHWA
temperature or temperature differential. Provide all analyses and test results requested by the Engineer, will make no compensation, either monetary or time, for the analyses orand tests or any impacts upon, temperature differentials or maximum allowable temperature has been exceeded, provide all analyses and test, no compensation, either monetary or time, for the analyses or tests or any impacts upon the project, or temperature differential. Provide all analyses and test results requested by the Engineer for any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3460303.fhwa.pdf?sfvrsn=ac77ed4b_07130000.FHWA
. Conduct field testing in accordance with FM 5-541.Take test readings representative, the paving operation. Conduct field testing in accordance with FM 5-541.Take test readings representative, random samples of the materials in accordance with the Department’s Sampling, Testing and Reporting, will take random samples of the materials in accordance with the Department’s Sampling, Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/7130000.fhwa.pdf?sfvrsn=bf174b74_0PDChapter9Redline(111912)
for a specified test, then a Resolution report must be accomplished. The tests results, will run asphalt content and gradation tests at the plant and density tests on the roadway. The contractor, , use the Resolution Technician’s results. The cost of the resolution testing, performed, The Verification Technician is responsible for entering the CQC Technician’s test results in the Composite Pay, or designee to verify that the test results entered by the Verification Technician are correct. All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/p-and-d/allhistory/chap9/pdchapter9redline(111912).pdf?sfvrsn=f6ed1cf3_0Ch9(Redline)(2008-8-28)
results do not compare for a specified test, then a Resolution report must be accomplished. The tests, -Contractor will run asphalt content and gradation tests at the plant and density tests, results, use the Resolution Technician’s results. The cost of the resolution testing, performed, The Verification Technician is responsible for entering the CQC Technician’s test results, of the Project Engineer or designee to verify that the test results entered by the Verification Technician
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/p-and-d/allhistory/chap9/ch9(redline)(2008-8-28).pdf?sfvrsn=9287b48_0005011eSP
anchorage system is crash tested to NCHRP Report 350 Test Level 3 criteria, is accepted by FHWA, the crash cushion system is crash tested to NCHRP Report 350 Test Level 3 criteria, is accepted, approvals will be contingent on FDOT’s evaluation of crash test performance results for consistency, on FDOT’s evaluation of crash test performance results for consistency with FDOT temporary barrier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jul04/man02/005011esp.pdf?sfvrsn=4bb9b3a7_01040000FHWA
. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss3410400.pdf?sfvrsn=c70848ff_01050806.impl
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/1050806.impl.pdf?sfvrsn=5b05b1eb_0SS3410400
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_0