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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-7-6 U~~i .i~J;:::l:r:;:: tl!nglneerlnfl . ~ · ~ns1 pient: 'Address. Ms Julie Daniels Bring Recycling PO Box 885 Eugene, Oregon 97440 ........,-,..,,~. . ......"""...."..,..",.".~..,-"....._,,.-"'".."". ..", '*''' " ..".,.. .."" " ;Placement Data ~slaQ gndlme 4-7 from A to B , I ~ 'Location Sampled At ; A 5 at 5 : :Date Cast 06/03/06 , ,Ticket No _ MIX No , 2614449 2430NIEOVM . Matenal SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax July 6, 2006 COM 2006-00202 PrOject No : 722-60111-30 proJ Name. Planet Improvements Center, Ph I Location: 4446 Franklin Blvd Spnngfleld,Oregon Date: B.P. No.. PO. No.: Cast By: Pete Furlong Field Test Data Yardage ", ,0. ' Slump (10) ASTM C143 Max Aggr Size Air Content ASTM C231 Air Temperature (F) Matenal Temp (F) ASTM C1064 Max Temp (F) Mm Temp (F) Specimen Size Unat Weight (pcf) ASTM C138 Time Cast 5 55 AM Additives Results Reported To 6" 3/4" 570 68 78 63 6 X 12 2 9 1/2 Load Total Supplier Morse Bros Cunng Conditions ASTM C31 Date Rec'd 06/04/06 Weather ::;:;: _."......~.,. .."'...,..,,._"-,..... _.. ......" ,,,., o. .". ...,,_~....., ..."...",."..... Clear required 3,000 DeSign Strength (psi): ...- ._,-..._......1." ,......"_",......".,,.. , ; Cylinder No I 06-1387 06-1388 06-1389 06-1390 :06-1391 Test Date 6/13/2006 6/13/2006 7/1/2006 7/1/2006 7/1/2006 Field Cure (days) Age (days) 10 10 28 28 28 Lab Cure (days) Contractor 9 9 27 27 27 Compressive Strength Data ASTM C39 placed 3,000 Diameter or Cross Sect Area Cylinder WT Comp Strength Capping Method Dimensions Max Load (Ibs ) Fracture Type ,- Test Time (Inches) (s I ) (Ibs) (pSI) C617-03 C1231-03 600 2827 288 98,855 3,500 5 11 08 AM X 600 2827 287 99,925 3,530 5 11 17 AM X 603 2856 288 122,850 4,300 2 8 56 AM X 600 2827 288 121,860 4,310 2 9 06 AM X 601 2831 288 124,360 4,390 2 9 01 AM X ** 1 _ Cone (boH.;.end~r.'2.'-Con~rJ~.~i;~afCracks (one end.) 3 - Columnar Remarks 4 - Diagonal w/nJ craklng at ends 5 - Side fractures (at top of bottom) 6 _ Top fractures (same as #5 Jut end of cylinder IS pOinted) RE'3~~~UIlY Submitted, Pr, ~r;:o.nal ~ces Industnes, Inc S{e\ben J:,~llder Laboratory Supervisor c: TBG Architects & Planners City of Spnngfleld Morns Kielty Construction Morse Bras THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTE PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES