9204 search results for test
SP0090103SLLS
furnished all required mill tests and analysis reports to the Engineer. (g) The Contractor has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp0090103slls.pdf?sfvrsn=e563b794_0DCTA Teleconference Minutes, August 24 2016
technicians to utilize specification changes) (CTQP CBTs test, what will they cost?) (PAs & POs – what
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/meetingminutes/trainingmeetings/2016/dcta-teleconference-minutes-august-24-2016.pdf?sfvrsn=4f9f762a_2CR-09 foundations (2018-2019) clean
operations are consistent with slump loss test results, limits, pump requirements, curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1819/cr-09-foundations-(2018-2019)-clean.pdf?sfvrsn=50859f61_0CR-09
with slump loss test results, limits, pump requirements, curing requirements and duration of placement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1516/cr-09.pdf?sfvrsn=a0016aec_0CR-09 foundations (2016-2017)
operations are consistent with slump loss test results, limits, pump requirements, curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1617/cr-09-foundations-(2016-2017).pdf?sfvrsn=7812c28f_0OCE Meeting 09 17 12
will conduct test runs of this new process; Scott Presson will contact each office to review the process
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/districtoffices/d1web/communications/oce-meeting-minutes/2012/september/oce-meeting-09-17-12.pdf?sfvrsn=64997fe_0CR-09
shaft concrete operations are consistent with slump loss test results, limits, pump requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1415/cr-09.pdf?sfvrsn=6f1c4db9_0CR-09
operations are consistent with slump loss test results, limits, pump requirements, curing requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1314/cr-09.pdf?sfvrsn=be09d4ef_0DCTA Teleconference Minutes, December 8 2015
training conducted 5. CTQP Auto Requalification still pending (soon) more test cases processed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/meetingminutes/trainingmeetings/2015/dcta-teleconference-minutes-december-8-2015.pdf?sfvrsn=d1db8118_2CR 9 foundations (2017-2018) clean
operations are consistent with slump loss test results, limits, pump requirements, curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1718/cr-9-foundations-(2017-2018)-clean.pdf?sfvrsn=9954546a_0CR-10B Beams Bearing Bolts (18-19)
of erection? Are shear studs installed in the field and are stud bend test records maintained
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1819/cr-10b-beams-bearing-bolts-(18-19).pdf?sfvrsn=ce41c92d_0D1I-75ITSConnectionFeeCompensation
, integrate and test an Intelligent Transportation System and subsystems along the I-75 Corridor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2007/d1i-75itsconnectionfeecompensation.pdf?sfvrsn=5671ee8a_81250801.resp
is the same as for structures. Because the density requirements are the same no separate test is required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1250801-resp.pdf?sfvrsn=c8a15beb_44300410Orgin
in the plans. Conduct test for joint integrity, for one hour. Soil tight joints must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/4300410orgindddd0a4677f74f1e8b3cdff044961c91.pdf?sfvrsn=9ac96557_0SS5270000
and with the accep Standards. Submit Applications that include certified test reports from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss5270000.pdf?sfvrsn=ef6f62d1_03470300.origind
. On concrete placements expected to exceed three hours, perform an additional moisture test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3470300-origind.pdf?sfvrsn=5056f380_41050302.origind
ORIGINATION FORM THE INFORMATION BELOW IS TO BE PROVIDED BY THE ORIGINATOR Specification: 105 Subject: Compliance with Materials Manual Origination date: June23,2009 Originator: Tom M a l e r k O f fice/Phone: StateMaterialsOffice/352-955-6620 Problemstatement:The State Materials Office is revising Section 346 and Materials Manual 9.2 Volume II to address concerns with slump loss test requirements, plastic properties adjustments and placement and the elimination of the target range
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1050302.origind.pdf?sfvrsn=a23aea4_0SS4710000
for inclusion on the QPL must submit an application in accordance with Section 6, independently certified test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss4710000.pdf?sfvrsn=a0bbf70f_0SS5560200
2996 or ASTM D 2997 (1) No hydrostatic test required (2) Dimensional tolerances only
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss5560200.pdf?sfvrsn=401e8361_04300410Orgin
in the plans. Conduct test for joint integrity, for one hour. Soil tight joints must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4300410orgin.pdf?sfvrsn=3725e09d_0