9274 search results for test
9290000.D01.FHWA
. The tests shall be performed as specified in 929-2.2. Sampling and testing of fly ash shall follow, : The cementitious materials supplier shall submit the proposed quality control plan, certified test reports from, and satisfactory verification of the test results, the plant will be placed on the Department’s, and to require cementitious material shipments to be individually tested prior to incorporation, quality control data, or failure of quality control or verification test results. Repulpable bags may
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for approval prior to commencement of testing. Perform all tests at 1,310/1,550 nanometer wavelengths, or termination tested to the Engineer in an approved electronic format. Ensure all OTDR testing complies, of the cable available for testing. 4.Ensurethatallfiberopticcableiscontinuousandfreefrom damage, p e r r e e l . 6.Submit the transmission loss test results as required by the EIA/TIA-455-61 standard, as well as results from factory tests performed prior to shipping. 7. E n s u r e t h a t t
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be used with no further testing. High Alkali Cement containing a maximum of 1.00% alkali, or less, is used in concrete, the test results shall verify improved or comparable strength, sulfate, to AASHTO M85 low alkali cement. The strength and durability tests of concrete shall be performed, of Hydration: The cement heat of hydration for Type II (MH) or Type IL shall be tested in accordance, by the State Materials Office. Mill Test Report - indicates a certification from the cement
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testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results, test data which represents the designated area. Donotbeginstaticload testing of drilled shafts, a Geotechnical Engineer to provide these services. Perform the load test by applying a load up to the load, . Donotapplytestloadstopilessoonerthan48hours(orthetime interval shown in the plans) after driving of the test pile
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in accordance with FM 5- 585. Prior to testing volumetric samples, condition the test-sized sample, to the appropriate testing size, and conditioned and tested as described in 334-5.1.1. In lieu, on the density results, the Resolution laboratory will test all of the cores from the LOT. Testing, for the impacts of any such testing. In addition, in the event that the application of the Resolution test data, sets of tests (two samples for Independent Verification testing by the Engineer and one sample
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in accordance with FM 5- 585. Prior to testing volumetric samples, condition the test-sized sample, to the appropriate testing size, and conditioned and tested as described in 334-5.1.1. In lieu, on the density results, the Resolution laboratory will test all of the cores from the LOT. Testing, for the impacts of any such testing. In addition, in the event that the application of the Resolution test data, sets of tests (two samples for Independent Verification testing by the Engineer and one sample
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for test piles which are to be statically (or Statnamically) load tested, drive test piles, reaching practical refusal first. For test piles which are to be statically (or Statnamically) load tested, set-check will be paid for as Pile Redrive. Install instruments on test piles when dynamic load tests, tested, drive test piles their full length or to practical refusal. Build up test piles which have, -check will be paid for as Pile Redrive. Install instruments on test piles when dynamic load tests
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for test piles which are to be statically (or Statnamically) load tested, drive test piles, reaching practical refusal first. For test piles which are to be statically (or Statnamically) load tested, set-check will be paid for as Pile Redrive. Install instruments on test piles when dynamic load tests, tested, drive test piles their full length or to practical refusal. Build up test piles which have, -check will be paid for as Pile Redrive. Install instruments on test piles when dynamic load tests
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paragraph, 1 st sentence) “Manufacturers must provide a field service test installation within, finding test deck locations and difficulty getting products to last three years for the stated AADT. We certainly don’t want multiple test decks, but more importantly, I don’t think the technology, , 1 st sentence: “Manufacturers must provide a field service test installation, test installation from the manufacturer…”. Response: The language currently used is very consistent
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producer for each mix design to be tested. Record and certify test results for correction factors, producer for each mix design to be tested. Record and certify test results for correction factors, 3-20-174-4-175-10-17) ARTICLE 346-5 is deleted and the following substituted: 346-5 Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following methods: TABLE 5 Description, Making and Curing Test Specimens in the Field** ASTM C31 Compressive Strength of Cylindrical
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Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, strength of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results, to be within 1,000 psi. The strength test data represents either a group of at least 30 consecutive tests, before performing such tests. Perform slump loss testing of the drilled shaft mix using qualified, . For initial design changes, provide uniformity test data, based on ASTM C94 testing. The metal
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. The approval of the aluminum for truck chutes will open the door for the use of aluminum in the testing, ) of the structure where the concrete is placed and represented by strength tests. The intent, of the placement location of QC sample. The placement locations of QC samples are in the test cylinder, of concrete represented by strength test cylinders can be identified, location represented by QC sample strength tests can be identified in case deficient strength .... It
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Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete of each design mix, for the same mix design, describe the method of sampling, testing and LOT numbering in the QC Plan, number generator, and may perform additional Independent Verification tests. All QC activities, strength test results from the same mix design for a Class IV or higher class of concrete, test results from the same mix design for a Class III or lower class of concrete is produced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902sl.impl.pdf?sfvrsn=c8f725da_0GL-07A (18-19) (Clean)
approved and the technicians performing Quality Control, Verification, and Resolution tests are CTQP qualified. All documents are adequately filed. [Spec. 105-5, 105-8, and 330-2] 15. The testing, multiple tests being run simultaneously by two technicians. [Spec. 320-2] 17. The lighting, of the laboratory testing equipment is performed in accordance with manufacturer’s recommendations, is furnished with the necessary sampling and testing equipment and supplies for performing quality control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-07a-(18-19)-(clean).pdf?sfvrsn=3bc6cdf1_0GL-07A (17-18) (Clean)
approved and the technicians performing Quality Control, Verification, and Resolution tests are CTQP qualified. All documents are adequately filed. [Spec. 105-5, 105-8, and 330-2] 15. The testing, multiple tests being run simultaneously by two technicians. [Spec. 320-2] 17. The lighting, of the laboratory testing equipment is performed in accordance with manufacturer’s recommendations, is furnished with the necessary sampling and testing equipment and supplies for performing quality control
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Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, testing for mix design approval. The Department may require a single 3.0 cubic yards minimum test batch, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan. Reports, Department of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants
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specific gravity (Rice) Tests for verification in order to determine the acceptability of the Contractor = s test results. In some Districts, the District Materials Labs conduct the tests, but as multiple Superpave projects are often underway simultaneously, it has made timely verification tests, SUBJECT: ASPHALT PLANT TECHNICIANS PERFORM THE MAXIMUM SPECIFIC GRAVITY (Rice) TEST The maximum, the training for performing the Rice test by May 31, 2000. After this date, the acceptance technicians
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testing. If the Resolution test results satisfy the required criteria, material from that source, with FM 5-515. Ensure all of the tests achieves the LBR value shown in the table below. Continue testing, and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification, . 160-2.2 Local Material: Submit test results to the Engineer at least 14 days prior to the stabilization operation. 160-2.2.1 Local Stabilizing Material: Sample and test material from each source
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Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test, be tested at 28 days. The DMRO will submit the 28-day test results to the SMO. 9.2.6.45.3 Supplementary, hours before performing such tests. Perform slump loss testing of the drilled shaft mix using qualified, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each, and Transportation Officials (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI
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for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test, that the testing equipment is properly maintained in accordance with the applicable test methods, shall include the QC test methods, inspections, and minimum frequency of tests that are used, sizes above 96” must be tested on each individual size. Table 2 Hydrostatic Test Approval Size, (AASHTO), Part I Specifications, and Part II Tests Approved Product List (APL), Florida Department
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