9185 search results for test
SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-14) SUBARTICLE 200-7.2.2 (Page 206) is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing, and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality Control, Thickness Three per LOT Witness Shoulder-Only, Bike/Shared Use Path and Sidewalk Construction Test Name
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the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests, to a 5,000-hour exposure test in Twin-Carbon-Arc-Weather-ometer, ASTM G 23, Type D, at an operating temperature of 145ºF [63ºC]. Perform this test at 20-minute cycles consisting of 17 minutes of light and three minutes of water spray plus light. At the end of the exposure test, verify that the exposed samples
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the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests, to a 5,000-hour exposure test in Twin-Carbon-Arc-Weather-ometer, ASTM G 23, Type D, at an operating temperature of 145ºF [63ºC]. Perform this test at 20-minute cycles consisting of 17 minutes of light and three minutes of water spray plus light. At the end of the exposure test, verify that the exposed samples
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is deleted and the following substituted: 560-2.4 Soluble Salts Test Kit: Use a soluble salts test kit in accordance with SSPC-Guide 15 utilizing a Table 1 retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all, the chloride, sulfate and nitrate concentrations on all steel surfaces using soluble salts test kits, in SSPC-TU 4. Perform the tests after washing and after each applied coat of the coating system. Ensure
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334-5.10.3.3 lists numerous exceptions to straightedge testing. However, for the areas that do get tested, of the independent testing lab to provide acceptance testing. Test lab can either be hired by the owner, – consider testing every 1000-1500 lineal feet of mainline paving with a minimum of 3 tests per day, Projects the contractor performs acceptance testing? Response: Contractor test results are used, to eliminate QC testing but does not speak to the requirements of 327, 330, and 337. Perhaps
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component within 10% of test device volume for the 0.5 gallon test device. When testing the 6.5 gallon, , perform a fluidity test on a per batch basis. For fluidity tests done on a per batch basis, perform test, induced bleed test. (g)Donotre-start grouting operations until such time that testing shows grout, Engineer, perform a test to confirm accuracy of grouting equipment volume-measuring components each day of use before performing any grouting operations. Testing in a warehouse or similar condition
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to do cone test anymore since efflux time reference is deleted and we’re just mixing to mfg, are mixing to the manufacturer’s recommendations, there is no need to test the grout fluidity anymore. We propose to strike the references to testing. Response, Comments: (11-20-15) You can remove the efflux testing requirement. The APL grouts have instructions, , then flow-cone testing should not be necessary. Response: ******************************************************************************
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to satisfactorily perform the testing. When a shaft contains four tubes, test every possible tube, tube pair tested with any defect zones identified on the logs and discussed in the test report, a drilled shaft is unacceptable based on the CSL test and other testing, core the shaft to allow, conditions are met: 1. Contractor tests and verifies the polymer slurry meets the property requirements, the excavation within compliance of 455-15.8.3. 3. Slurry sampling and testing is performed at intervals
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on the TITDS tests and other testing, or observes problems during drilled shaft construction, core, required by the Engineer, perform CSL testing in accordance with ASTM D6760. Perform the test within 25, to satisfactorily perform the testing. When a shaft contains four tubes, test every possible tube combination, is unacceptable based on the CSL test and other testing, core the shaft to allow further evaluation and repair, conditions are met: 1.Contractor tests and verifies the polymer slurry meets the property
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be followed when testing with a HSIP: 5.1.1 All mainline test lanes must be free of any debris, throughout the test. Use of cruise control is highly recommended. The testing speed shall be within, testing is performed. The bounce test shall be based on the schedule in Section 7.2.11. 7.2.9 Rut, that is being tested for a minimum of an additional 0.1 mile and then turn the DMI off. 8.6 Discard test, items: 10.2.1 Location and identification of test section(s). 10.2.2 Lane tested. 10.2.3 Date
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5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, strength tests. Record the ambient air temperature during the test. Ensure that the concrete properties, of other core samples. Perform surface resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test, tests as the Department uses used for Verification QC testing. When using pressure type meters, use
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concrete. The tests shall be performed as specified in 929-2.2. Sampling and testing of fly ash, supplier shall submit the proposed quality control plan, certified test reports from an approved, and satisfactory verification of the test results, the plant will be placed on the Department’s list of active, cementitious material shipments to be individually tested prior to incorporation into Department work, , or failure of quality control or verification test results. Repulpable bags may be accepted
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– Gale Page as contact, subject is use of positive spot test for PG Binders, written in reaction, /penalties; pass/fail only • Testsinclude:Pb,P-200,P-8anddensity, with the Districts and Industry to develop a uniform approach that assures quality. Further changes to IV testing, is a mainline roadway, and acceptance ranges from certification by the Contractor to acceptance testing, /Gradation Testing Performed on Milling and Resurfacing Projects with more than 5000 tons of RAP
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: Specification compliance testing results shall be reported for the tests in the table below, is deleted 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 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/Maximum Value
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compliance testing results shall be reported for the tests in the table below, unless noted otherwise, is deleted 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 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/Maximum Value
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a Dynamic Testing Operator (DTO) to perform the dynamic load testing of instrumented piles and test, personnel to perform foundation testing, inspection of the construction activities and oversight, . Submit qualification statements for the dynamic testing, load testing and non-destructive testing, in the completed work. 105-8.13.2 Dynamic Testing Engineer (DTE): Provide a Dynamic Testing Engineer in responsible charge of the performance of the dynamic load testing of driven piles, evaluation, signal
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the status based on the test data? Response: 2. 160-2.2.2 – Is testing required if material is coming, ) 160-4.1.4.4: In the table, I suggest completing the criteria for test AASHTO M145 as follows: Symbol, for the test methods listed in 914. Are we going to establish comparison criteria? If so, shouldn't it, paragraph in this section - Based on this language we now have an IV level of sampling and testing, not meet the requirements of 160-3.2."? Response: 6. 160-3.4.1- Is the intent of this testing
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when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches, retroreflectivity value, change skid testing, and remove skid resistance from Permanent Tape, ) for the vehicle component. The Department will test hot-applied standard thermoplastic and profiled, will test preformed thermoplastic and hot- applied high friction thermoplastic pavement marking materials
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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. Fillthevoids, . Testtheinstallationundernormal operating conditions during the seven day test period specified, the rkers ts rgy supplier han as a continuous burn test period. 15-15 Acceptance of Highway, . Place ma flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation
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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. Fillthevoids, . Testtheinstallationundernormal operating conditions during the seven day test period specified, the rkers ts rgy supplier han as a continuous burn test period. 15-15 Acceptance of Highway, . Place ma flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation
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