9185 search results for test
9910000-722origind
for NTPEP testing and clarify the table for submittal requirements in the Standard Specification, : The yellowness index shall not exceed 12, tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested in accordance with ASTM E1347, be a minimum of 60, tested in accordance with ASTM E1347 or ASTM E1164. 991-1.4 Retroreflective, be 1-1/2 inches plus or minus 1/2 inch below the top of post. 991-1.5 Product Testing: Manufacturers
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(of the Supplemental Specifications) is expanded by the following: 330-13.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: 330-13.6.1 General: The Department will test the pavement smoothness, is equal to or greater than 55 miles per hour). Testing will be performed on mainline traffic lanes only, to the existing pavements and other areas not suitable for testing with the Laser Profiler shall be tested for acceptance with the 15 foot rolling straightedge in accordance with 330-13.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2001/dce16-01.pdf?sfvrsn=d2db12f7_01250081SS
density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineer will compare the Resolution test result with the Quality, the Quality Control results if the results compare within 4.5 PCF [72 kg/m 3 ] of the Verification test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/1250081ssc577a93caee74b85a82573381427c5de.pdf?sfvrsn=1b05839f_01250081SS
density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineer will compare the Resolution test result with the Quality, the Quality Control results if the results compare within 4.5 PCF [72 kg/m 3 ] of the Verification test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1250081ss.pdf?sfvrsn=e7e1a8a1_01250081SS
density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineer will compare the Resolution test result with the Quality, the Quality Control results if the results compare within 4.5 PCF [72 kg/m 3 ] of the Verification test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/1250081ss.pdf?sfvrsn=6bc0b2db_05480000.comm
wall volume. The test method of FM 1-T 267 only requires one sample to be tested and LIMS only, : The only problem I have is the proposed frequency of gradation test...one per eight consecutive Lots, practical problems. These test results will not be issued for at east a day if not more...etc. Suggestion: Make Gradation testing frequency one per Maximum Density for QC and Verification. 548-7.5 Frequency: Conduct sampling and testing at a minimum frequency listed in the table below
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5480000.comm.pdf?sfvrsn=3b6603f7_01050813ind
) to perform the dynamic load testing of instrumented piles and test piles in the field. The DTO must have, Foundations: 105-8.13.1 General: Provide qualified and trained personnel to perform foundation testing, for the dynamic testing, load testing and non-destructive testing personnel to be used on the project, Testing Engineer (DTE): Provide a Dynamic Testing Engineer in responsible charge of the performance of the dynamic load testing of driven piles, evaluation, signal matching and analysis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/1050813ind.pdf?sfvrsn=8e2dcd38_13461001.impl
is deemed to have low strength, obtain and test the cores and report the data to the Engineer within 14 days of the 28 day compressive strength tests. Core strength test results obtained from, )isdeletedandthefollowingsubstituted: 346-10.1General:When a concrete acceptance strength test result falls, represented by that acceptance strength test result at no additional expense to the Department. The Engineer may also require the Contractor to perform additional strength testing as necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3461001.impl.pdf?sfvrsn=6cabc449_09750000FHWA
in Table 975-1. 975-2.2.1 Random Laboratory Verification Testing: Prepare and coat 12twelve flat test, System Performance Requirements Laboratory Testing Property Test Method RequirementAcceptance, , ASTM D522, 1 inch cylindrical mandrel No cracking Outdoor Testing Property Test Method, Testing Property Test Method RequirementAcceptance Criteria Blistering ASTM D714 Blister Value = 10, to perform the laboratory tests. Apply the finish coating to each test panel at a rate of 50 square
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compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions Specification Minimum, 76-22 (PMA) and PG 76-22 (ARB) (d) Maximum 75 degrees Separation Test, ASTM D7173-14, Thin Film Oven Test Residue (AASHTO T240-13 (2017)) Rolling Thin Film Oven, AASHTO T240-13 (2017
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9160203fhwa.pdf?sfvrsn=b3be88c0_2Chapter11s5
of the Laser Profiler testing, the Laser Profiler test t eam will furnish a copy of the Laser Profiler Test, not suitable for laser profiler testing are tested with the straightedge for acceptance. 11.5.6 Resolution, , 2002 Revised: April 4, 2025 Testing and Correcting Asphalt Pavement Surface Deficiencies 11-5-1 Section 11.5 TESTING AND CORRECTING ASPHALT PAVEMENT SURFACE DEFICIENCIES 11.5.1 Purpose, is the Contractor's responsibility to perform the straightedge testing and take any action required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s5.pdf?sfvrsn=856d0be9_8v1-section6.2 - clean
Tests: Core Samples, Test Cylinders, and Three- Edge Bearing Tests When the acceptability of Pipe is based on c ore or c ylinder tests, at a minimum frequency of once per quarter, sample and test, in the LOT. Note: In lieu of test cylinders, take core samples or observe three-edge bearing tests from, The verification inspector performs quarterly inspection and testing. Use the QC test results for acceptance, of the records, test procedures, and additional inspection, sampling and testing, the resolution
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table lists the corrosion inhibiting test result limits for calcium nitrite concrete tested, the corrosion inhibiting test result limits for calcium nitrite concrete tested in accordance with ASTM, i c a t i o n : M a n u f a c t u r e r s o f a d mixtures shall provide submit certified test, ) on a regular basis for applicable tests, with all deficiencies corrected for APL approval and upon, supplier shall furnish submit to the Engineer with test certificates from an independent laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9240202.fhwa.pdf?sfvrsn=3b4e3f84_0CR 7A (17-18) (Clean)
testing in accordance with the requirements specified in 334- 5.5.1 and the same sample verification testing as specified in 334-5.5.2 in order to determine the validity of the Contractor’s QC test, by the failing test result shall be evaluated in accordance with 334-5.9.5. If two consecutive QC tests, Technician is aware of and enforcing the requirements that when an individual QC test result of a sublot, resolved and the material represented by the failing test result shall be evaluated in accordance
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Office will perform Resolution testing. The material will be sampled and tested in accordance, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, requirements specified herein. 283-4.4 Density Tests: Meet the requirements of 200-7, Requirements: Meet the requirements of 120-10.1. 283-8.2 Quality Control Tests: 283-8.2.1 Maximum, test locations, including stations and offsets, using the Random Number generator approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/2830403fhwa.pdf?sfvrsn=a5de6f15_11200010SS
120 ACCEPTANCEPROGRAM–QUALITYCONTROLTESTS. (REV6-6-03)(FA8-1-03)(1-04) SUBARTICLE120-10.1.4.3(Page157)isdeletedandthefollowingsubstituted: 120-10.1.4.3SoilClassification:Perform soil classification tests on the sample collected in 120-10.1.4.1, in accordance with AASHTO T-88. Classify soils, requirements. Unless required by the Engineer, do not test or classify materials for subgrade or base, with the Verification or Independent Verification test, the Engineer will accept those LOTs
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120 ACCEPTANCEPROGRAM–QUALITYCONTROLTESTS. (REV6-6-03)(FA8-1-03)(1-04) SUBARTICLE120-10.1.4.3(Page157)isdeletedandthefollowingsubstituted: 120-10.1.4.3SoilClassification:Perform soil classification tests on the sample collected in 120-10.1.4.1, in accordance with AASHTO T-88. Classify soils, requirements. Unless required by the Engineer, do not test or classify materials for subgrade or base, with the Verification or Independent Verification test, the Engineer will accept those LOTs
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testing of one of its straight portions, test specimens produced at the same time during the same, Material Requirements: Producers shall submit to the State Materials Office (SMO), a test report, and sizes of FRP reinforcing produced. Qualification testing shall be conducted by an independent laboratory approved by the Department for performing the FRP test methods. Three production LOTS, . The coefficient of variation (COV) for each test result shall be less than 6%. Outliers shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9320303.impl.pdf?sfvrsn=7a0be794_01250801.resp
lift of pipe. The reason for the last lift of pipe to be tested (and not covered by reduced testing, : The intent was to require density testing for cross drains regardless of the pipe size within, 125-9.1.1 Reduced Testing: Last paragraph it state “Do not apply reduced testing frequency for the first lift of pipe and last LOT. Question: 1. Why you cannot do the last LOT in a Reduced Testing, the use of term “LOT”, and will change to read “Do not apply reduced testing frequency for the first
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and maintenance. Provide labeled test points for checking essential voltages. Ensure that all external, is automatically tested once each day, and that it may be tested on command from the TMC, Commission on Illumination’s (CIE) requirements as detailed in Test Method A of the CIE 127 (1997, for approval. Provide a letter of certification from the LED manufacturer that demonstrates testing, in the sign can be automatically tested once a day. The operational status may also be tested when
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