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9850000-722resp
, materials used for erosion control applications must be tested without any natural fiber, manufacture tests individual components of their blankets or TRMs. This is true for required NTPEP/ASSHTO tests and most other states. The natural components in a TRM are not going to impact the performance results. Please allow all TRMs to be tested as produced. Not allowing this will not add value to your approval process and it will cost all manufacturers a great deal of money to test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9850000-722resp.pdf?sfvrsn=8d32bcfc_29210100.impl
, or less, calculated as Na 2 O (% Na 2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance with ASTM C-33 X1.3 on coarse and fine aggregate indicate, tested in accordance with ASTM C-186. For Type II (MH) used in mass concrete, the cement heat of hydration shall be 80 cal/g or less at seven days when tested in accordance with ASTM C-186. ARTICLE, is stored. The mill test report must identify that there is limestone in the cement, if limestone
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, areas not suitable for testing with the laser profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps where the width is constant and document all deficiencies, , and in areas noted in 330-9.4.6.2 as not suitable for testing with the Laser Profiler, straightedge, of the location and time of straightedge testing a minimum of 48 hours before beginning testing. The Engineer will verify the straightedge testing by observing the QC straightedging operations. Address all
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(% Na2O plus 0.658% K2O), may be used with no further testing. High Alkali Cement containing a maximum, with the following. When high alkali cement is used in concrete, the test results shall verify improved, of concrete, as compared to AASHTO M85 low alkali cement. The strength and durability tests, be tested in accordance with ASTM C1702 and reported at three days. SUBARTICLE 921-5.1 is deleted, Office for plan approval. In addition to the QC Plan, the supplier must submit test reports from
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tests and a copy of their certified test reports shall be sent to the State Materials Office when, the monthly QC tests and a copy of their certified test reports shall be sent to the State Materials, tests and a copy of their certified test reports shall be sent to the State Materials Office when, test reports from an approved independent laboratory acceptable to the State Materials Office, to be individually tested prior to incorporation into Department work. QC Plans may be suspended when
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before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, test setup and conducting of the load tests. Provide qualified personnel, to read the dial gauges, Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, /shafts, except when driving specified test piling in end bents or when the Plans show uncased piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4550000db.origind.pdf?sfvrsn=38c24abf_04070403impl
to the project site. Reduce the frequency of absorption tests to one test every five LOTs when the results, . Perform absorption tests on specimens from each LOT of dry-cast production in accordance with the test methods in ASTM C497. The absorption of each specimen must not exceed 9.0% of the dry mass for Test Method A procedure or 8.5% for Test Method B procedure. All specimens must be free of visible cracks and must represent the full thickness of the product. Test specimens after 28 days of standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/implemented/4070403impl.pdf?sfvrsn=1e37805b_24100303impl
absorption tests on specimens from each LOT of dry-cast production in accordance with the test, for Test Method A procedure or 8.5 percent for Test Method B procedure. All specimens must be free of visible cracks and must represent the full thickness of the product. Test specimens after 28 days, before the completion of the 28 day curing period. Core three specimens for Test Method B, a minimum of one specimen for Test Method A in accordance with the test cylinder requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/implemented/4100303impl.pdf?sfvrsn=b9afe507_21250093SS
125 EXCAVATIONFORSTRUCTURESANDPIPE-ACCEPTANCE PROGRAM. (REV6-5-03)(FA8-6-03)(1-04) SUBARTICLE125-9.3(Page173)isdeletedandthefollowingsubstituted: 125-9.3AdditionalRequirements: 125-9.3.1Frequency:ConductQCmaximum 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 Maximum Density One per soil type One per soil type Density One per LOT One per four
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/1250093ss.pdf?sfvrsn=a79b08fe_0SP1250903SL
EXCAVATION FOR STRUCTURES AND PIPE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-16) SUBARTICLE 125-9.3.1 is deleted and the following substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum 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 QualityControl Verification Standard Proctor Maximum Density One per soil type Onepersoiltype Density OneperLOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp1250903sl.pdf?sfvrsn=c0304a19_27810000FHWA
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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a drilled shaft is unacceptable based on the TITDS tests and other testing, or observes problems, tube pair tested with any defect zones identified on the logs and discussed in the test 4551604D01, shaft is unacceptable based on the CSL test and other testing, core the shaft to allow further, : If the Engineer determines a drilled shaft is unacceptable based on the TITDS tests and other testing, : If the Engineer determines a drilled shaft is unacceptable based on the CSL test and other testing, core
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load testing of instrumented piles and test piles in the field. The SP1050813DB Use when, and Analysis Proficiency Test. 105-8.13.4 Dynamic Testing Operator: Provide a Dynamic Testing Operator (DTO) to perform the dynamic load testing of instrumented piles and test piles in the field, for the project. Provide qualified and trained personnel to perform foundation testing, inspection, for the geotechnical, dynamic testing, load testing and non-destructive testing personnel to be used on the project
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Testing: Manufacturers seeking evaluation of Durable Tubular Markers must include test reports from, test temperature only. Impact tests shall be performed only on tubular markers measuring 36 inches, Speed Applications and for hot weather test temperature only. Impact tests shall be performed only, . The base may be black in color. 991-1.3.1 White: The yellowness index shall not exceed 12, tested, be a minimum of 70, tested in accordance with ASTM E1349. 991-1.3.2 Yellow: The daytime 45 degrees, 0
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Testing: Manufacturers seeking evaluation of Durable Tubular Markers must include test reports from, test temperature only. Impact tests shall be performed only on tubular markers measuring 36 inches, Speed Applications and for hot weather test temperature only. Impact tests shall be performed only, . The base may be black in color. 991-1.3.1 White: The yellowness index shall not exceed 12, tested, be a minimum of 70, tested in accordance with ASTM E1349. 991-1.3.2 Yellow: The daytime 45 degrees, 0
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to testing. For slow-set epoxy, an prepare an additional test specimen shall be made and tested it, at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time, at 28 days when tested to ASTM C 39. The slant- cylinder test procedure must be in accordance, conducting these tests. Proposed solution: Based on input from industry, the minimum Compressive, for slow set epoxies with the cure times required before conducting these tests because ASTM C881
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4530405.origind.pdf?sfvrsn=4ee25736_0Section93V2-723
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results to the SMO, tests or a statistical average for two groups totaling 30 or more tests. The strength test data, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each mixer, and Testing Material and Required Tests Minimum Sampling Frequency for Each Source and Grade Coarse
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and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing, PG ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value Superpave PG, ) (d) Maximum 75 degrees Separation Test, ASTM D7173-14 and Softening Point, AASHTO T53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test Residue
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sample and test pre-tested cut-back asphalt from the suppliers storage tank, the Contractors, % 9160302 All Jobs Test Conditions Asphalt Emulsion Grade AE-200 Minimum/Maximum Tests, be 170ºF. EMULSIFIED ASPHALT GRADE CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion, ) Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77ºF 20/150seconds, EMULSION GRADE RS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol
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will be selected by the Engineer, one for testing and one for confirmation in the event of a failing test, certified test results from the independent laboratory for all tests specified, properly identified, quality control tests on each LOT of sealant primer material furnished to each project and submit, a certified test report for each lot of material furnished to each project along with a statement, additional complete bridge bearing pads to replace those selected for testing. Bridge bearing pads
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