Loading...
HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-29 l.... te- ;llnfiJrmation ~_. .ToBuildOn 2ng1neerlng · eon.uttIng · Te.tlng Client Address' Ms Julie Daniels Bnng Recycling PO Box 885 Eugene, Oregon 97440 Placement Data BUilding 7 monolithic slab Location Sampled At same Date Cast 06/15/06 Ticket No MIX No 2615019 2430NIEOVM Design Strength (pSI): Cylinder No Test Date 06-1554 6/22/2006 06-1555 6/22/2006 06-1556 7/13/2006 06-1557 7/13/2006 06-1558 7/13/2006 SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax June 29, 2006 COM 2006-00202 PrOject No,' 722-60111-36 Proj, Name Planet Improvements Center, Ph I Location: 4446 Franklin Blvd Spnngfleld, Oregon Date: B,P, No.' PO. No Cast By: David Smith Field Test Data Matenal Concrete Date Rec'd Weather 06/16/06 Slump (m) ASTM C143 . Max Aggr SI2;e Air Content ASTM C231 Air Temperature (F) Matenal Temp (F) ASTM C1064 5" 3/4" 18% 67 71 Overcast required 3,000 Age (days) Field Cure (days) Lab Cure (days) Yardage Max Temp (F) Mm Temp (F) Specimen Size 6 x 12 Unit Weight (pct) ASTM C138 Time Cast 2 40 PM Cunng Conditions Additives Midrange super Results Reported To Contractor ASTM C31 7 7 28 28 28 6 6 27 27 27 Load Total Supplier Morse Bras 1 5 1/2 Compressive Strength Data ASTM C39 placed 3,000 Diameter or Cross Sect Area Cylinder WT Comp Strength Dimensions Max Load (Ibs ) Fracture Type ** Test Time (Inches) (s I ) (Ibs) (pSI) 601 2837 284 93,195 3,280 3 9 23 AM 600 2827 286 93,645 3,310 9 27 AM Capping Method C617 -03 C1231-03 x X ** 1 - Cone (both ends) 2 - ConelVertlcal Cracks (one end) .j - Columnar 4 - Diagonal wino craklng at ends Remarks' c. TBG Architects & Planners City of Spnngfleld Morns Kielty Construction Morse Bras \ 5 - Side fractures (at top of botlom) 6 - Top fraclures (s~me as #5 but end of cylinder IS po,ntech ' Re :4::tfU~~f~~~ltted, pr(i,~~'17\:ces Industnes, Inc Ste^-Jen 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 TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES