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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-11-1 fi!ntlJ.\".. ..." Ang .. ~ng · Te.t:lng Client Address S R Yett The Olympic, LLC PO Box 26125 Eugene, OR 97402 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 1, 2007 CCB#176269 Project No 722,70227,19 ProJ Name Wllco- Olympic Spring Location Placement Data 4 small footings at ni)rthwest corner of bUilding Matenal Concrete :LocatlOn Sampled At .North footing at wall Date Cast 10/23/07 Ticket No MIX No 331739 145 Date Rec'd 10/24/07 Weather Clear DeSIgn Strength (pSI) required 3,500 Cylinder No Test Date Age (days) Field Cure Lab Cure (days) (days) 07 -3585 10/30/2007 7 6 07 -3586 11/20/2007 28 27 07 -3587 11/20/2007 28 27 07-3588 Hold H H ..." , , " , , -, , ~, . .~ " ., ** 1 - Cone (both ends) 2. ConeNertlcal Cracks (one end) 3 - Columnar Remarks C' Robert Castile ILO Constructlon- Ilo2@comcast net EriC Hall Architects Erik Kunbel Yardage Load 1 ITotal 3 Supplier Eugene Sand & Gravel Date B P No: PO No: Cast By: COM 2007-00-834 Verlyn Bearden 1401 21st St Springfield, OR ,,- Slump (In) ASTM C143 Max Aggr Size Air Content ASTM C231 Air Temperature (F) Matenal Temp (F) ASTM C1064 Max Temp (F) ! ,MIn Temp (F) Specimen Size Unit Weight (pet) ASTM C138 Time Cast 2 45 PM Additives Results Reported To Field Test Data 3" 3/4" ,-,' .. '1 660 750 4x8 Cunng ConditIOns 1 day F C , remainder ASTM Contractor ,,,,1 Compressive Strength Data ASTM C39 placed 3,500 Diameter or DimenSions (Inches) Cross Sect Area Cylinder WT (s I ) (Ibs) C1231-03 400 1257 Max Load (Ibs) CO,mp Strength Fracture Type ** Test Trme (pSI) Capping Method , . 4 - Diagonal wino craklng at ends C617 -03 86 40,955 3,260 2 8 59 AM x I s' - Sl'de fractures (at top of bOtloJ) . 6. Topiraclures (same as' #5 but end o(cy'ilnder IS pOinted) RidpectfUIIY Submitted, p / 1SSIonal ~/ndustries, Inc. f IJ- ~ uJ Sthen E Wilder Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFORMATION 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