9037 search results for test
CR-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_03200603.origind
is deleted and the following substituted: 320-6.3.2 Test Frequency: The normal frequency for taking asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/3200603-origind.pdf?sfvrsn=a82a8e4d_24300410ORGIN
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/4300410orgin.pdf?sfvrsn=7f03fbe6_0SS5630000
the anti-graffiti coating or coating system is to be applied over an existing coating, conduct a test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss56300005200fce5b58a482e92a47b71650838b4.pdf?sfvrsn=6c398ae7_0D1020035
vide a certified test report to the Engineer indicating that the signs meets these specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d1020035.pdf?sfvrsn=a35043a2_01050302_MM6.2.origind
hydrostatic test on pipe joints by pressurizing the rubber gasketed joint either internally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302_mm6-2-origind.pdf?sfvrsn=e0446bb_4SS5630000
an existin coating, conduct a test patch in accordance with 560-15. 563-2.4 Base Coat: Apply the base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss5630000.pdf?sfvrsn=7fe96a59_05560200.origind
/A ReinforcedThermosetting Resin Pipe (RTRP) ASTM D 22996 OR ASTM D2997 N/A (1) No hydrostatic test required (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/5560200.origind.pdf?sfvrsn=df6a3bb2_0