9274 search results for test
2000006SS
: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, will collect the remaining Verification split sample for testing. Verification Test results, , allow the Engineer to make density tests for the lower courses to determine that the required
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200 ROCKBASE–ACCEPTANCEPROGRAM. (REV9-16-09)(FA11-9-09)(7-10) SUBARTICLE200-7.2.2(Pages208and209)isdeletedandthefollowingsubstituted: 200-7.2.2Frequency:ConductQCsampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests, , Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name QualityControl Verification, Witness Shoulder-Only, Bike/Shared Use Path and Sidewalk Construction Test Name QualityControl
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/2000702.impl.pdf?sfvrsn=29aa8f91_0IndustryCommentResponse9160302-GS
test method. However, recommend also adding a pass/fail criteria for the binder tests that would, Specification Section 916 Subarticle 916-3.2 ORIGINATION Date: 5-3-24 Name: Greg Sholar Email: Gregory.Sholar@dot.state.fl.us COMMENTARY The AASHTO test method has been followed for years but was not explicitly stated in the specification, though it should have been included. INDUSTRY, . RESPONSE: The testing criteria followed will be that listed in Section 916 of the specifications
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ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-16) SUBARTICLE 200-7.2.2 is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests, , Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name QualityControl Verification, Witness Shoulder-Only, Shared Use Path and Sidewalk Construction Test Name QualityControl Verification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp2000702sl.pdf?sfvrsn=cb513f32_2SS3340000
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss3340000.pdf?sfvrsn=35939357_03340000.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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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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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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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9290000.impl.pdf?sfvrsn=fc767015_0SS7150000
. 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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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/specifications/by-year/2009/january-2009/workbook/ss7150000.pdf?sfvrsn=49fc17c4_0D7150000
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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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d7150000.pdf?sfvrsn=2b38eedc_0SS7150000
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/ss71500007a370d35e8804f8aad127dbd699673d1.pdf?sfvrsn=8179c29d_0SS7150000
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_07150000.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_0SS7150000
. 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/ss7150000.pdf?sfvrsn=2cd624e2_0SS7150000
. 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/specifications/by-year/2008/january-2008/workbook/ss7150000.pdf?sfvrsn=3dfd2052_04300000IndComm
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/4300000indcomm.pdf?sfvrsn=c275addd_09430100IndComm
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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