9037 search results for test
5480203.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_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_29710107.FHWA
of lead or arsenic in accordance with Environmental Protection Agency testing methods 3052, 6010B, stripe materials shall contain no more that 5.0 ppm lead by weight when tested in accordance, Agency testing methods 3052, 6010B, 6010C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/9710107.fhwa.pdf?sfvrsn=cb6e4316_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_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/4520000ss4913b8d136824f7986527224686be7dc.pdf?sfvrsn=5d3e5a3f_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_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/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_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_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_00060000.comm
-Department personnel need access to worksheets from all entities performing testing on materials. Moving this wording to Section 105 seems to eliminate the worksheet requirement for Verification testing entities. Having access to worksheets has helped insure data integrity for all testing entities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/0060000.comm.pdf?sfvrsn=3c30f3b5_09920700.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_03340104.FHWA
test data indicating compliance with all mix design criteria to the Engineer. For Traffic Level B, /WarmMixAsphalt .pdf . TheEngineer will consider any marked variations from original test data, and Testing Requirements: Obtain five 6 inch diameter roadway cores within 24 hours of placement at random locations as directed by the Engineer within each sublot. Test these Quality Control samples, days of coring); and trim the cores to the proper thickness prior to density testing. Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/3340104.fhwa.pdf?sfvrsn=abeb74a6_03340104.fhwa
test data indicating compliance with all mix design criteria to the Engineer. For Traffic Level B, /WarmMixAsphalt .pdf . TheEngineer will consider any marked variations from original test data, and Testing Requirements: Obtain five 6 inch diameter roadway cores within 24 hours of placement at random locations as directed by the Engineer within each sublot. Test these Quality Control samples, days of coring); and trim the cores to the proper thickness prior to density testing. Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/3340104.fhwaf8ac39dd8a2a4bd9bfe9abbfe49172e4.pdf?sfvrsn=b958406d_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