8978 search results for test
SS9240201
on Department projects. Admixtures included on this list, will be permitted without further testing, that the product has been given contingent approval, as evidenced by previous tests and apparent effectiveness under field conditions. Except as specified in Sections 346 and 347, no further testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/ss9240201.pdf?sfvrsn=c9dc42a9_09240201.impl
testing. The inclusion of any specific product on the APL, as specified in 6-1, indicates that the product has been given contingent approval, as evidenced by previous tests and apparent effectiveness under field conditions. Except as specified in Sections 346 and 347, no further testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9240201.impl.pdf?sfvrsn=b58ed7b9_09430000.comm
this. Response: 2. The Spec requires that the testing of pipe joints and gaskets to be done in the presence of the Engineer. a. Are these tests done at the job site or the fabrication facility? Response: b, special testing requirement. We agree with the revision except that the same requirement should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9430000.comm.pdf?sfvrsn=5730bf7e_02011_Comparison of Resilient Modulus Values Used in Pavement Design
tests conducted on 14 cores taken from three of the field sections tested. Using data from DSR, recommends using nondestructive test (NDT) methods such as the falling weight deflectometer (FWD, models in the new guide were calibrated using resilient modulus data from laboratory tests, there is a need to convert the resilient modulus obtained from NDT tests to equivalent laboratory values, and laboratory test plans to collect additional data to fill gaps in the available information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2011_comparison-of-resilient-modulus-values-used-in-pavement-design.pdf?sfvrsn=6eceaec2_1Final Report Pit Proctor Utilization
acceptance shall be based on laboratory proctor testing.” • NORTH CAROLINA “Materials and Tests of NCDOT, compaction testing used in other DOTs Most state highway agencies use the proctor tests to determine, testing with the Harvard. The Washington DOT (WSDOT) uses a WSDOT test method 606, which is a lab, for granular materials or the proctor test for materials with 12 significant fines. The tests are run, as Quality Control tests and from the FDOT as Quality Assurance tests. Testing frequency varied from 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/engineers/research/final-report-pit-proctor-utilization.pdf?sfvrsn=bac509f7_01050574COMM
of required QC tests and statistical evaluation of quality control test results. Ralph D e l eon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/1050574comm.pdf?sfvrsn=cd4ad180_07020402.resp
7020402 WET WEATHER PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Ruelke 352-955-6620 timothy.ruelke@dot.state.fl.us Comments: (6-9-13) Do you want to consider adding “resolution” language in case the Engineer’s verification tests fail? Response: No, the specification addresses the resolution. No changes made, to several test deck failures, this product is not capable of meeting the requirements spelled out
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/7020402.resp.pdf?sfvrsn=a64bb5d8_02830404.orig
ORIGINATION FORM THE INFORMATION BELOW IS TO BE PROVIDED BY THE ORIGINATOR ModifySpecification_______283_________. Section/File number NewSection ___________________. Section number Subject: Reclaimed Asphalt Pavement Base – Compacting and Finishing Base -Density Tests Origination date: December 6, 2006 Originator: Tom M a l e r k O f fice/Phone: StateMaterialsOffice/352-955-6620, , State Materials Office (352) 955-6316 Background data: Themodifications reduce test requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2830404.orig.pdf?sfvrsn=c0a58481_06110402-723resp
to standardize ITS test plans. This language would allow CEI’s to again start providing additional, above should be removed from all references to FDOT forms that are for ITS standalone tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/6110402-723resp.pdf?sfvrsn=8b1b0a08_26110402-723comm
to standardize ITS test plans. This language would allow CEI’s to again start providing additional, above should be removed from all references to FDOT forms that are for ITS standalone tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/6110402-723comm.pdf?sfvrsn=c6b1c597_11050807.resp
(105-8.7.3.1) (Duties include final curing, compressive strength testing, and the recording/reporting of all test data). 2. Why are we holding QC to a level that V is not held to. Nowhere does it state that in the Verification facilities do they have to have a Concrete Lab level II to oversee the testing, strength tests and the subarticle lists the duties associated with the tests. 105-8.7.3.2 defines the qualifications for the supervisor of the person performing the compressive strength tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1050807.resp.pdf?sfvrsn=70722613_0Section63V2cln
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, 105 . Ensures that testing equipment is properly maintained in accordance with the applicable test, of the QC Plan. QC Testing and Inspection of Structures General Perform the QC inspection and tests, to the inspections, measurements, and necessary tests to substantiate Topic No.: 675-000-000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section63v2cln.pdf?sfvrsn=f90baa7b_2SectionMM63V2
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, test methods and Specifications . Makes readily available, the current certification on testing, pertain to the inspections, measurements, and necessary tests to substantiate materials, inspections and tests and maintain an acceptable QC program in compliance with the requirements specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm63v2.pdf?sfvrsn=df1a8b39_2Section63V2redln
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, pertain to the inspections, measurements, and necessary tests to substantiate Topic, to perform specified inspections and tests and maintain an acceptable QC program in compliance, projects. Performs and/or supervises the QC testing and inspection. Ensures that the Plant has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section63v2redln.pdf?sfvrsn=7d0580d3_17810000.FHWA
status may also be tested when the TMC or a laptop computer prompts a pixel test. Ensure that a log, for inspection and maintenance. Provide labeled test points for checking essential voltages. Ensure, status for each fan and filter is automatically tested once each day, and that it may be tested, in accordance with the International Commission on Illumination’s (CIE) requirements as detailed in Test, that demonstrates testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7810000.fhwa.pdf?sfvrsn=6df0c292_07810000.fhwa
status may also be tested when the TMC or a laptop computer prompts a pixel test. Ensure that a log, for inspection and maintenance. Provide labeled test points for checking essential voltages. Ensure, status for each fan and filter is automatically tested once each day, and that it may be tested, in accordance with the International Commission on Illumination’s (CIE) requirements as detailed in Test, that demonstrates testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7810000.fhwaa32701cdca254edeb69920b1a1203f48.pdf?sfvrsn=e07bcaa8_09930000fhwa
. Thereflectorelement shall meet the test requirements specified below. 993-1.2 Durability Tests For Type A Reflectors: (a)SealTest: The following test will be used to determine if a reflector is adequately, to be furnished. Thereflectorelement shall meet the test requirements specified below. 993-1.2 Durability Tests, tested. Failure of more than two reflectors out of 50 subjected to test shall constitute failure, for water intake. Failure of more than two of the 50 samples tested shall be cause for tentative rejection
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testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, with transportation to assist as required during load test setup and conducting of the load tests. Provide, : After completing testing, cut off the tested piles/shafts, which are not to be incorporated, otherwise by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, shaft specifications are necessary to improve the accuracy of the thermal testing results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/sp4550000db-723fhwa.pdf?sfvrsn=d0a69c71_14130000.FHWA
a recent research study for sealing cracks on decks supported by steel girders, (2) to introduce testing of application, (3) and to correct reference to the friction testing procedure. Please review, of 0.75) at 1 inch level Water absorption test (ASTM C 642) 0.50% maximum/48 hours; 1.5% maximum/50 days NCHRP 244 Series II - cube test Water weight gain 85% reduction minimum Absorbed chloride 87, resistance test (ASTM C 672) (non - air - entrained concrete) 0 rating “No Scaling” (100 cycles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4130000.fhwa.pdf?sfvrsn=b79173f_0SP4550100DTwoTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITHOUT TEST PILES. (REV 6-26-12) (7-12) Articles, . 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles/shafts, than 30 days before beginning test pile installation of the proposed testing schedule so that items, the required test load to the pile/shaft unless shown otherwise in the Plans. Before load testing
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