9037 search results for test
GL-05
exceed 500 ft. [Spec. 125-8] 25. Run QC and Verification Proctor tests with a minimum frequency of one test per soil type [Spec. 125-9] 26. If Density tests fail, retest within a 5’ radius. [Spec, ] 31. Plastic and metal pipe larger than 36 in. in diameter are tested to verify that the nominal, are free from air holes, chips and spalled concrete. [Spec. 449-5.4] 38. There is a passing test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-05.pdf?sfvrsn=25c8ecb8_0GL-05
exceed 500 ft. [Spec. 125-8] 25. Run QC and Verification Proctor tests with a minimum frequency of one test per soil type [Spec. 125-9] 26. If Density tests fail, retest within a 5’ radius. [Spec, . 430-4] 31. Plastic and metal pipe larger than 36 in. in diameter are tested to verify, test on the first dry lift of the pipe, one on each side of the pipe. ( Earthwork Records System
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-05.pdf?sfvrsn=434c8a46_0GL-05
exceed 500 ft. [Spec. 125-8] 25. Run QC and Verification Proctor tests with a minimum frequency of one test per soil type [Spec. 125-9] 26. If Density tests fail, retest within a 5’ radius. [Spec, . 430-4] 31. Plastic and metal pipe larger than 36 in. in diameter are tested to verify, test on the first dry lift of the pipe, one on each side of the pipe. ( Earthwork Records System
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-05.pdf?sfvrsn=e970c59e_03460301.comm2
) for your consideration. 1. 346-4.2.2 Certification: If any chloride test data exceeds the limits, . Why was the frequency of chloride test requirement removed from the specification? Since this test, to perform this test as we needed for his certification. Response: 2. 346-6.4 Plastic Property, that it will fall within specified tolerances. If a load does not fall within the tolerances, test each, to read as follows: Test the first adjusted truck, if the load does not fall within the tolerance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3460301.comm2.pdf?sfvrsn=7bbd4235_04550503DBFHWA
otherwise by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, testing. Monitor the stresses in the piles with the dynamic test equipment during driving to ensure, during dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile, testing. Monitor the stresses in the piles with the dynamic test equipment during driving to ensure, equipment is subject to satisfactory field performance during and without dynamic testing. Use a variable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/4550503dbfhwa.pdf?sfvrsn=92bdf38e_24710000D01-724FHWA
verifying the program output. 471-5 Performance and Testing Requirements. An independent laboratory must perform all testing and produce the test report. Submit a test report with the following design, . An independent laboratory must perform all testing and produce the test report. Submit a test, by Vickie Young and the Structures Design Office to clarify testing criteria for determining mechanical, . Submit a design calculations, shop drawings, and test reports for the FRP fender system
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4710000d01-724fhwa.pdf?sfvrsn=1ed7811c_19480203.resp
Office Comments: Table 1 contains references to tests "on the unaged as manufactured pipe, the full test protocol is finished, the plan is for the 50 year pipe to disappear. All HDPE pipe, . ****************************************************************************** Frank Kelch: Comments: My only comment is why don’t they change all of the test temperature’s from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9480203.resp.pdf?sfvrsn=235eafa_02880700.resp
tests, shouldn’t CTPB? D5 has IV’d and required VT do the drain-rate FM 5-570 test to assure, the range is applied. 2] CTPB must drain in order to function. What test and value would we use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/2880700.resp.pdf?sfvrsn=e5370aee_09850000-722impl
Only manufacturer’s facility included on NTPEP’s list of compliant producers. NTPEP Test Results, Requirements: Each geosynthetic material shall be tested by an independent third party in accordance with the methods shown. All testing and reported values, except Apparent Opening Size (AOS, : Materials for drainage applications must be tested in accordance with and meet the following physical, Aggregate Backfill f *as per AASHTO T88. Table 985-3 Drainage Geotextiles Test Methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9850000-722impl.pdf?sfvrsn=c5a19ccb_2IndependentContractorJuly08
. The employer-employee relationship under the FLSA is tested by "economic reality" rather than "technical, . The U.S. Supreme Court has on a number of occasions indicated that there is no single rule or test, independent contractors, who in reality should be considered employees because they do not meet the tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/wagerate/labornewsletter/attachments/independentcontractorjuly08.pdf?sfvrsn=6fe0456d_0162A000FHWA
and tested for organic matter content in accordance with AASHTO T 267 by the Engineer. When the source of added material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/162a000fhwa.pdf?sfvrsn=bd09fd98_0D3330000.do
. 333-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, requirements of 331-4.3. In addition to these requirements, include, in the mix design, test data, Tests: The Engineer will apply the provisions of 331-6.4 to Type III Asphaltic Concrete. 333-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d3330000.do.pdf?sfvrsn=1dd5a5bb_0D3330000
331-1. 333-3.2.2 Gradation: When tested before entering the asphalt plant in the combination, requirements of 331-4.3. In addition to these requirements, include, in the mix design, test data, Additional Tests: The Engineer will apply the provisions of 331-6.4 to Type III Asphaltic Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d33300001d4377ec6277430d9b7f86deb00d1676.pdf?sfvrsn=69253570_0162A000ORGIN
, the top 6 inches [150 mm] of the material will be sampled and tested for organic matter content, , an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests to a minimum of 1% organic content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/162a000orgin.pdf?sfvrsn=a102343d_0D3330000
331-1. 333-3.2.2 Gradation: When tested before entering the asphalt plant in the combination, requirements of 331-4.3. In addition to these requirements, include, in the mix design, test data, Additional Tests: The Engineer will apply the provisions of 331-6.4 to Type III Asphaltic Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3330000.pdf?sfvrsn=7993b33e_0D3330000.do
. 333-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, requirements of 331-4.3. In addition to these requirements, include, in the mix design, test data, Tests: The Engineer will apply the provisions of 331-6.4 to Type III Asphaltic Concrete. 333-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3330000.do.pdf?sfvrsn=41aa367b_09430100.impl
at the specified pressure using test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4., the parallel plate testing methodology of ASTM D 2412. Load the deflected pipe to within 1/2, hardware. Testing shall be witnessed by the Engineer. ARTICLE 943-5 (Page 839) is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9430100.impl.pdf?sfvrsn=3d3435fc_0SS9430100
at the specified pressure using test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4., the parallel plate testing methodology of ASTM D 2412. Load the deflected pipe to within 1/2, hardware. Testing shall be witnessed by the Engineer. ARTICLE 943-5 (Page 839) is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss94301000aeeab32315b41fbafdf1526088cb9b1.pdf?sfvrsn=9820274d_0SS9430100
test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4. In lie of Section 7.4, deflect one side of the pipe to a 5% reduction in internal diameter using the parallel plate testing, is greater. Ensure that the loading mechanism does not contact the hugger band or ted hardware. Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9430100.pdf?sfvrsn=7b16fd73_06110000.resp
is listed on the APL is not proof that an individual item is not defective. Suggest continuing to test, at the discretion of the Engineer. It does not prohibit operational testing. Operational testing can still
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul10/files/6110000.resp.pdf?sfvrsn=4427d780_0