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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-29 (3) l ~ tr!- ;llnj'on.nation I:'!....,. .ToBuzld On I!!nglneerlng. eon.uIUng · ~1JfJ Client. Address: Ms Julie Daniels Bring Recycling PO Box 885 Eugene, Oregon 97440 SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax June OM 2006-00202 PrOject No. 722-60111-27 Proj Name' Planet improvements Center, Ph I Location: 4446 Franklin Blvd Spnngfleld,Oregon Date: B.P. No' PO. No: Cast By: David Smith Yardage Slump (m) 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 Unit Weight (pef) ASTM C138 Time Cast 7 10 AM Additives Midrange Results Reported To Field Test Data 53/4" 3/4" 54% 51 63 726 535 6 x 12 -Place'm'ent 'Dat~ Matenal -Building # 8 monolithic slab line A 2 to B from 1 to 4, and building # 3 Location Sampled At A 6-2 Dilte Cast 05/30/06 Ticket No MIX No 2324641 2430NIEOVM Design Strength (psi): Cylinder No 06-1316 06-1 31 7 06-1318 06-1319 Test Date 6/6/2006 6/6/2006 6/27/2006 6/27/2006 Date Rec'd Weather 05/31/06 3 30 1/2 Load Total Supplier Morse Bras Cunng ConditIOns ASTM C31 Clear required 3,000 ,. .,." Age (days) Field Cure (days) Lab Cure (days) Contractor 7 7 28 28 6 6 27 27 Compressive Strength Data ASTM C39 placed 3,000 Diameter or Cross Sect Area Cylinder WT Camp Strength Capping Method Dimensions Max Load (Ibs ) Fracture Type .. Test Time (Inches) (s I) (Ibs) (pSI) C617--Q3 C1231-Q3 601 2837 28 !) 84,775 2,988 5 8 22 AM X 595 2801 2858 88,525 3,160 5 8 16 AM X 601 2837 286 118,200 4,170 5 9 57 AM X 601 2837 286 116,530 4,100 10 15 AM X .. 1 - Cone (both ends) 2 - Con'elVert;ca'l Cracks (one end) 3 - Columnar 4 - Diagonal wino crakmg at ends Remarks: c. c TBG Architects & Planners City of Spnngfleld Morns Kielty Construction Morse Bras 5 - Side fractures (at top of bottom') 6 - Top fractures (same as #5 but end of cylinder IS pomte j) Re~ectfully Submitted, Pre {( ,SSIOfl.an~es Industnes, Inc l~'Vv cUi Steven E Wilder Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPORT BY ANY METHOD AND ITS TRAtvSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN I PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES