9037 search results for test
Staff-Directors-Meeting-PackageFEB18
which record includes testimony and evidence upon which appeal is to be based. The needs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/staff-directors-meeting-packagefeb18.pdf?sfvrsn=1eb6a555_15440000.resp
to require all new applications to have the MASH-09 testing regardless of when they were tested, components may require additional crash testing. We can discuss this with Manufacturers for future
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/5440000.resp.pdf?sfvrsn=d4401c30_07000000.origind
concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erectthesigns, alternates the Engineer will allow a cast base, provided the Contractor submits test reports, is to be used. Perform physical tests and submit certified reports for one base to be used with each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7000000.origind.pdf?sfvrsn=5b62c3f8_07000000.origind
is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, will allow a cast base, provided the Contractor submits test reports giving evidence that the base, tests and submit certified reports for one base to be used with each pole size. Use Alloy A 356-T6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7000000.origind.pdf?sfvrsn=48dfe328_09310000.impl
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/programmanagement/implemented/workbooks/history/jan12/files/9310000.impl.pdf?sfvrsn=13430292_0D5340000.do
. ManufacturersseekingevaluationofproductsforinclusionontheQPLmust submit an application in accordance with Section 6, independently certified test reports, . 534-7 Test Wall. Erectatestwallsectionnotlessthan50feet[15.0m] in length before starting general wall construction at the project site. The Engineer will use the erection of the test wall, as necessary, at any time during the positioning of the test wall, in order to satisfactorily meet all Contract requirements. Build the test wall at a permanent wall location, as directed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d5340000.do2fd32f81b4064598a884b624420a684b.pdf?sfvrsn=2a4283d9_0D5340000.do
. ManufacturersseekingevaluationofproductsforinclusionontheQPLmust submit an application in accordance with Section 6, independently certified test reports, . 534-7 Test Wall. Erectatestwallsectionnotlessthan50feet[15.0m] in length before starting general wall construction at the project site. The Engineer will use the erection of the test wall, as necessary, at any time during the positioning of the test wall, in order to satisfactorily meet all Contract requirements. Build the test wall at a permanent wall location, as directed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d5340000.do.pdf?sfvrsn=555a9d45_0SS9310000
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_04600402.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_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_17130000.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_0Enterprise Business Glossary
) formally recognizes the competency of thousands of testing laboratories to perform specific tests on construction materials. Materials AASHTO Accreditation Program Procedure (2020) Procedures manual for the accreditation of construction materials testing laboratories. Materials AASHTO, that evaluates testing competency, promotes continual improvement, and instills confidence, (AID) Demonstration program. Research Center Accelerated Pavement Testing APT A controlled
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/data/enterprise-business-glossary.pdf?sfvrsn=3491cf48_33460303.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_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_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_0