9185 search results for test
9160000.FHWA
All Jobs Formatted: Right product requires testing by FM 1-T 283 and the test results indicate it, that testing equipment goes out of service, the supplier may elect to test at a qualified lab, be obtained by the supplier and tested for QC testing in accordance with 916-1.3.2. A single, testing of the following as applicable by these specifications. SUPERPAVE PG ASPHALT BINDER Test, from the date of issue. The Department may sample and test pre-tested cut-back asphalt from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/9160000.fhwa.pdf?sfvrsn=6c6552fc_01600000.origind
designated by the SMO will perform Resolution testing. If the Resolution test results satisfy, (excludeing gradation analysis). Ensure that tThe following testing requirements aremust be met. Test, will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, for stabilizing that are not tested in accordance with 160-3.2.1, conduct QC sampling and testing, . Discontinue unsoaked LBR testing if any unsatisfactory QC LBR test result is obtained or resolution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1600000.origind.pdf?sfvrsn=ae70bd07_03340000.FHWA
temperature. Test for roadway density in accordance with FM 1-T 166. 334-5.1.2 Acceptance Testing, for testing, the corresponding QC test result will be considered verified, and payment, Test Tolerances for QC Testing: Terminate the LOT if any of the following QC failures occur: 1, Verification 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3340000.fhwa.pdf?sfvrsn=3dd155c2_09230300IMP
analysis or test shall be performed in accordance with AASHTO T 26 or Standard Methods for the Examination, shall be tested and approved before use and shall not exceed the following allowable limits: Chemical Test Maximum (%) Equivalent Alkalis as (Na 2 O + 0.658 K 2 O) 0.06 Total Solids 5.00, , other than public health approved sources, shall be tested and approved before use and shall not exceed the following allowable limits: Chemical Test Maximum (%) Acidity or alkalinity calculated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9230300imp.pdf?sfvrsn=9f4ad1db_09230300SS
analysis or test shall be performed in accordance with AASHTO T 26 or Standard Methods for the Examination, shall be tested and approved before use and shall not exceed the following allowable limits: Chemical Test Maximum (%) Equivalent Alkalis as (Na 2 O + 0.658 K 2 O) 0.06 Total Solids 5.00 Total, sources, other than public health approved sources, shall be tested and approved before use and shall not exceed the following allowable limits: Chemical Test Maximum (%) Acidity or alkalinity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9230300ss.pdf?sfvrsn=812bb0a0_07150000.impl
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, finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation, necessary for making 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/7150000.impl.pdf?sfvrsn=6facdd1d_0D7150000.DO
strength from tests on a minimum of two test cylinders, tested in accordance with Section 346, 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/julworkbook2003/files/d7150000.do.pdf?sfvrsn=93c85325_0715redln716
is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been, . 715-14 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/715redln716.pdf?sfvrsn=65a8cc7e_03340000.FHWA
. Test for roadway density in accordance with FM 1-T 166. 334-5.1.2 Acceptance Testing Exceptions, prior to density testing. mm 334-5.4.4 Individual Test Tolerances for QC Testing: Terminate the LOT, Verification Testing: In order to determine the validity of the Contractor’s QC test results prior, Plant Testing: At the completion of each LOT, the Engineer will test a minimum of one Verification, or minus 5 minutes, reduced to the appropriate testing size, and conditioned and tested as described
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/3340000.fhwa.pdf?sfvrsn=a1af6039_0ThomasW
over 50 construction and commercial business damage investigations and has testified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/thomasw.pdf?sfvrsn=146f5bc5_03340000.origind
tests. 334-5.5.1 Plant Testing: At the completion of each LOT, the Engineer will test a minimum of one, in accordance with FM 5-585. Prior to testing volumetric samples, condition the test-sized sample, , destroyed or are otherwise unavailable for testing, the corresponding QC test result, been accepted. 334-5.4.4 Individual Test Tolerances for QC Testing: Terminate the LOT if any, hours, plus or minus 5 minutes, reduced to the appropriate testing size, and conditioned and tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3340000.origind.pdf?sfvrsn=d52d0038_09740100-724origind
(EPA) Testing Methods 3052, 6010B, and 6010C. Independent Laboratory Test Report Report color, Test Method and Value Initial Friction Resistance Department Testing Reports Dynamic Friction, Testing Report Dynamic Friction Test (DFT40) value of 40 or greater in accordance with [FM 5-622, of Table 974-6 and Table 974-7 this Section. 974-4.2.1 Department Testing: Submit product samples, with this Specification. Products are subject to verification testing in accordance with this Section
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the backfill material tested for every soil type for pH by a Department approved independent testing, testing in accordance with FM 1-T238. Determine the in-place moisture content for each density test, will perform resolution testing. The material will be sampled and tested in accordance with AASHTO T27, designated by the SMO will perform resolution testing. The material will be sampled and tested, will perform resolution testing. If the resolution test result satisfies the required criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/1450000.origind.pdf?sfvrsn=e23ae526_03340000.origind
tests. 334-5.5.1 Plant Testing: At the completion of each LOT, the Engineer will test a minimum, . Prior to testing volumetric samples, condition the test-sized sample for one hour, plus or minus, unavailable for testing, the corresponding QC test result will be considered verified, and payment, to the proper thickness prior to density testing. mm 334-5.4.4 Individual Test Tolerances for QC, will be based on the Resolution test data for the LOT, and the costs of the Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/3340000.origind.pdf?sfvrsn=cfa1037f_02000006SS
: 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/2000006ss.pdf?sfvrsn=c53ef32d_02000006SS
: 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/2000006ss.pdf?sfvrsn=632d9a08_02000006SS
: 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/2000006ss5b007e543ec64b9fa833f73d790575ce.pdf?sfvrsn=9b563d8e_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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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_0SP2000702SL
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_2