9191 search results for test
9920700.comm
in the APL rather than imposing extraneous data to be collected and assessed (I.E. submit testing, HID luminaires are covered under UL1598C & the retrofit must be tested and UL certified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/9920700.comm.pdf?sfvrsn=23901aac_06200000.resp
: Listing by an OSHA nationally recognized testing laboratory (NRTL) is required and generally, accessible ground rod using a clamp-on earth tester. The measurement at any individual rod is the cumulative resistance of all rods in a parallel circuit. to 620-4 Ground Resistance testing & Inspection, indicating that it is an acceptable resistance test method, where the fall-of-potential meter test probes cannot be deployed due to space constraints. Response: Agree. The acceptable alternate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/6200000.resp.pdf?sfvrsn=5f049ccf_09480002Origin
do not include material test requirements and materials properties essential to ensuring proper, out specific test methods and materials properties essential to solving the above-stated problem, Materials Office to include material test requirements and materials properties essential to ensuring, joint, the gasket shall be the sole element relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M]. Soil tight joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9480002origin.pdf?sfvrsn=c056a67d_0RAM 2018
test failure resolutions are checked by the Initial Reviewer. The Overviewer will confirm all changes, information outlined below: (1)General correspondence and contract documents. (2)Testingdocumentation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/review-and-admin/ramhistory/ram-2018.pdf?sfvrsn=a21fac61_24520000SS
and erecting the various components. Providetheresultsofthecompression testing of one or more test cylinders, approval for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing, . Testcylinders,made and cured in the same manner as the segment, to confirm the form release strength, details, material testing, special erection equipment, temporary post-tensioning, tools, labor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/4520000ss4913b8d136824f7986527224686be7dc.pdf?sfvrsn=5d3e5a3f_0SS4520000
, transporting and erecting the various components. Providetheresultsofthecompression testing of one or more test cylinders for controlling the time of execution of the various construction operations. Obtain the Engineer’s approval for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs, by the Engineer. Testcylinders,made and cured in the same manner as the segment, to confirm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss4520000.pdf?sfvrsn=32c6b4a7_04520000SS
and erecting the various components. Providetheresultsofthecompression testing of one or more test cylinders, approval for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing, . Testcylinders,made and cured in the same manner as the segment, to confirm the form release strength, details, material testing, special erection equipment, temporary post-tensioning, tools, labor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4520000ss.pdf?sfvrsn=196bc72_04520000SS
the various components. Providetheresultsofthecompression testing of one or more test cylinders, for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing, . Testcylinders,made and cured in the same manner as the segment, to confirm the form release strength prior, segment access details, material testing, special erection equipment, temporary post-tensioning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4520000ss.pdf?sfvrsn=f2e52dcd_04520000SS
and erecting the various components. Providetheresultsofthecompression testing of one or more test, the Engineer’s approval for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing will be included in the bid items for the various precast structural components, by the Engineer. Testcylinders,made and cured in the same manner as the segment, to confirm the form
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2006/files/4520000ss.pdf?sfvrsn=fdcf8ffd_0SS4520000
testing of one or more test cylinders for controlling the time of execution of the various, on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing will be included in the bid items for the various precast, , in this Section, or as approved by the Engineer. Testcylinders,made and cured in the same manner, access details, material testing, special erection equipment, temporary post-tensioning, tools, labor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4520000.pdf?sfvrsn=6c842fea_04520000SS
and erecting the various components. Providetheresultsofthecompression testing of one or more test cylinders, approval for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing, . Testcylinders,made and cured in the same manner as the segment, to confirm the form release strength, details, material testing, special erection equipment, temporary post-tensioning, tools, labor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/4520000ss.pdf?sfvrsn=7d123c62_0SS4520000
. Providetheresultsofthecompression testing of one or more test cylinders for controlling the time of execution, requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing will be included in the bid items for the various, , in this Section, or as approved by the Engineer. Testcylinders,made and cured in the same manner, , providing temporary and permanent segment access details, material testing, special erection equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2009/files/ss4520000.pdf?sfvrsn=d506b2b5_04520000SS
the various components. Providetheresultsofthecompression testing of one or more test cylinders, for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing, . Testcylinders,made and cured in the same manner as the segment, to confirm the form release strength prior, segment access details, material testing, special erection equipment, temporary post-tensioning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4520000ss.pdf?sfvrsn=8c2d4f07_0SS4520000
testing of one or more test cylinders for controlling the time of execution of the various, on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing will be included in the bid items for the various precast, , in this Section, or as approved by the Engineer. Testcylinders,made and cured in the same manner, access details, material testing, special erection equipment, temporary post-tensioning, tools, labor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4520000.pdf?sfvrsn=99075657_05340000.impl
, assume responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected by the Cement and Concrete Reference Laboratory, . L.Providetheconcretewallwithauniform color, pattern, and texture as shown in the Plans. 534-6 Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/5340000.impl.pdf?sfvrsn=3a409265_03370600.fhwa
accordance with AASHTO T 312-0811 and FM 1-T 209 (and conditioning prior to testing) will not be required, on the roadway with respect to surface tolerance in accordance with 334-5.8. No density testing, the verified mix design 337-6.2.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any, . After resuming production, sample and test the material to verify that the changes have corrected, after any future Quality Control failures. Address a n y material r e presented by a failing test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/3370600.fhwa64ae365d3b0e44d996737de4d200736d.pdf?sfvrsn=443d9df0_03370600.FHWA
accordance with AASHTO T 312-0811 and FM 1-T 209 (and conditioning prior to testing) will not be required, on the roadway with respect to surface tolerance in accordance with 334-5.8. No density testing, the verified mix design 337-6.2.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any, . After resuming production, sample and test the material to verify that the changes have corrected, after any future Quality Control failures. Address a n y material r e presented by a failing test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/3370600.fhwa.pdf?sfvrsn=b375e68e_05480203.FHWA
day strength. The Contractor is permitted to verify the shipping strength test, before 28 days, by testing compressive strength cylinders that are cured under the conditions similar to the product or by testing temperature match cured cylinders. The shipping strength test is the average compressive strength of two test cylinders. Do not ship products until accepted and stamped by the Quality, to verify the shipping strength test, before 28 days, by testing compressive strength cylinders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/5480203.fhwa.pdf?sfvrsn=11bc90a6_05340000.impl
responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected by the Cement and Concrete Reference Laboratory (CCRL, . L.Providetheconcretewallwithauniform color, pattern, and texture as shown in the Plans. 534-6 Test Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/5340000.impl.pdf?sfvrsn=2feabef9_0DEV540-968HTCB (2-5-25)
recommended positive means. 540-6.7 Final Testing and Re-tensioning: Test and re-tension, . Unless otherwise crash tested and recognized in a FHWA eligibility letter, position all turnbuckles, Tensioning: Use certified, calibrated testing equipment specified by the manufacturer at the beginning of installation and throughout the project duration. Results from only one model of tension testing, initial tensioning. Re-tensioning will be required when the test reading is less than 90
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev540-968htcb-(2-5-25).pdf?sfvrsn=123dd331_1