9185 search results for test

SS3340000

or are otherwise unavailable for testing, the corresponding QC test result will be considered verified, ); and trim the cores to the proper thickness prior to density testing. mm 334-5.4.4 Individual Test, Testing: In order to determine the validity of the Contractor’s QC test results prior to their use in the Acceptance decision, the Engineer will run verification tests. 334-5.5.1 Plant Testing, , reduced to the appropriate testing size, and conditioned and tested as described in 334-5.1.1

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DB460000

of the tendon is applied. Provide the Engineer certified test reports from an approved independent testing, used to perform the test must be submitted to the Engineer for approval. Tests shall be conducted, , or bars may be tested using a test tendon of smaller capacity than the full size tendon. The test, , wires or bars) prior to use. This test shall be conducted by a testing laboratory employed, by these Specifications or Plans. As a sole exception, the tendon to be tested in the “In Place Friction Test” may

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LindquistR

, Arbitration Panels, performed Claim Preparation and Support, CPM Analysis and testified as an Expert, and Analysis and testified as an Expert Witness. He has Consulted on Claim Prevention, Project and Company

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3340000.origind

in accordance with FM 5- 585. Prior to testing volumetric samples, condition the test-sized sample, for testing, the corresponding Quality Control test result will be considered verified, and payment, accepted. 334-5.4.4 Individual Test Tolerances for Quality Control Testing: Terminate the LOT, decision, the Engineer will run verification tests. 334-5.5.1 Plant Testing: At the completion of each, to the appropriate testing size, and conditioned and tested as described in 334-5.1.1. In lieu of the 1-1/2

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SS7150000

. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance, thescheduleforsuchtest. Testtheinstallationundernormal operating conditions during the seven day test, markers flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation to ensure that the installation is entirely, condition. Furnish all labor, materials, and apparatus necessary for making the required tests. Remove

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SS7150000

. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance, thescheduleforsuchtest. Testtheinstallationundernormal operating conditions during the seven day test, markers flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation to ensure that the installation is entirely, condition. Furnish all labor, materials, and apparatus necessary for making the required tests. Remove

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D7150000

concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section, Tests of Installation. Uponcompletion of the work, test the installation to ensure, the required tests. Remove and replace any defective material or workmanship discovered as a result of these tests at no expense to the Department, and make subsequent re-tests to the satisfaction, charges, required for the test period

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D7150000

concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section, Tests of Installation. Uponcompletion of the work, test the installation to ensure, the required tests. Remove and replace any defective material or workmanship discovered as a result of these tests at no expense to the Department, and make subsequent re-tests to the satisfaction, charges, required for the test period

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SS7150000

2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested, Tests of Installation. Uponcompletion of the work, test the installation to ensure, the required tests. Remove and replace any defective material or workmanship discovered as a result of these tests at no expense to the Department, and make subsequent re-tests to the satisfaction, charges, required for the test period

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7150000.impl

. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance, thescheduleforsuchtest. Testtheinstallationundernormal operating conditions during the seven day test, markers flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation to ensure that the installation is entirely, condition. Furnish all labor, materials, and apparatus necessary for making the required tests. Remove

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7150000.impl.pdf?sfvrsn=c75096c9_0

SS7150000

. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance, thescheduleforsuchtest. Testtheinstallationundernormal operating conditions during the seven day test, markers flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation to ensure that the installation is entirely, condition. Furnish all labor, materials, and apparatus necessary for making the required tests. Remove

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss7150000c0f1332ad49f4e3eb2613b45a13e7140.pdf?sfvrsn=33e6a5a7_0

SS7150000

2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested, Tests of Installation. Uponcompletion of the work, test the installation to ensure, the required tests. Remove and replace any defective material or workmanship discovered as a result of these tests at no expense to the Department, and make subsequent re-tests to the satisfaction, charges, required for the test period

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss7150000.pdf?sfvrsn=4813fd00_0

SS7150000

2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested, Tests of Installation. Uponcompletion of the work, test the installation to ensure, the required tests. Remove and replace any defective material or workmanship discovered as a result of these tests at no expense to the Department, and make subsequent re-tests to the satisfaction, charges, required for the test period

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9290000.impl

perform the monthly QC tests and a copy of their certified test reports shall be sent to the State, tests and a copy of their certified test reports shall be sent to the State Materials Office, when, shall perform the monthly QC tests and a copy of their certified test reports shall be sent, , certified test reports from an approved independent laboratory acceptable to the State Materials Office, . Upon review of the QC Plan and satisfactory verification of the test results, the plant

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2000100.fhwa

will perform Verification sampling and tests at a minimum frequency listed in the tables below. Test, no Resolution testing is required for 12 consecutive verified LOTs, or if required, the QC test data, of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution, Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D, Verification split sample for testing. Verification Test results will be used for material

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4300000IndComm

joints have been hystostatically tested at the plant at the specifified pressure, does reference need, for this apparent relaxation in metal pipe joint performance in plant testing. At that meeting, both you, to the Department. Straight Alignment of Pipe Joint Hydrostatic Plant Test Per both the current, tested with joints in straight alignment at the respective manufacturing facility. For RCP and FCP, the test requirements are per ASTM C443. For PVC, HDPE, and metal pipe, the test requirements are per

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9430100IndComm

have been hystostatically tested at the plant at the specifified pressure, does reference need, for this apparent relaxation in metal pipe joint performance in plant testing. At that meeting, both you, comments to the Department. Straight Alignment of Pipe Joint Hydrostatic Plant Test Per both, are to be hydrostatically tested with joints in straight alignment at the respective manufacturing facility. For RCP and FCP, the test requirements are per ASTM C443. For PVC, HDPE, and metal pipe, the test requirements

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0060000SS

of materials that have been tested and accepted at the source of supply, or may require the testing, . 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing in accordance, inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related

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0060000SS

. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, certified manufacturer’s test results to the Engineer for qualification and use on Department

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0060000SS

. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, certified manufacturer’s test results to the Engineer for qualification and use on Department

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