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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-12-29 l"~;lInformation ,.,~. .ToBuildOn ~, '.. ~. n-ting Mr. Eric Patterson Lithia Toyota 360 East Jackson Street Medford, Oregon 97501 Client: Address: - SPRINGFIELD OFFICE COMPRESSION REPORT Project No.: 722-60359-22 Proj. Name: Lithia Toyote - Building Addition Location: 863 Main Street Springfield, Oregon 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 29. 2006 COM 2006-01171 Date: B.P. No.: P.O. No.: Cast By: Michael Wright Yardage Field Test Data Slump (in.): ASTM C143 3" Max. Aggr. Size: 3/4" Air Content: A$TM C231 lIir Temperature (F): 38,2 Material Temp. (F): ASTM C1064 62.4 Max Temp (F): Min Temp (F): Specimen Size: 6x12 Unit Weight (pet): ASTM C138 Time Cast: 12:45.PM Curing Conditions: Additives: Results Reported To: Lead Worker ASTM C31 Placement Data: Material: Concrete Footin9 addition, North and South footin9s 213 of West footing. North end. Location Sampled At: Northwest corner. Oate Cast: 11128106 Ti;~~~~.~ 1~:3~~:150VO Desi~l" Strenqth (psil: Cylinder No. Test Date 06-3565 121512006 06-3566 1212612006 06-3567 1212612006 06.3568 Hold Date Rec'd: Weather: 11/29/06 Cloudy required 3,000 Age (days) Field Cure (days) 7 28 28 Hold 1 Lab Cure (days) koad: Total: Supplier: Morse Bros. . 1 14 Compressive Strength Data ASTM C39 placed 3.000 Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method Dimensions (5.1.) (Ibs,) Max. Load (Ibs.) (psi) Fracture Type .. Test Time (Inches) C617~J C1231-Q3 6.00 28,27 28,2 67.200 2.370 5 9:17 AM ~ 6,00 28,27 28,3 113.490 4,010 5 10:12AM 6.00 28.27 28.2 109,590 3,880 5 10:25 AM X 6 27 27 Hold J - Columnar 4. Diagonal wino craking at ends 5 - Side fractures (al top of bottom) 6. Top fractures (same as #5 but end of cylinder is pointed) 'Respectfully Submitted, , Prof, rtional ~dustries, Inc. J JA/v 1: Sleven E. Wilder Laboratory Supervisor .. 1 . Cone (both ends) 2. ConeNertical Cracks (one end) Remarks: c: City of Springfield John Hyland Construction Doug Snider Architect THIS REPORT IS PROVIDED FOR THE INFOR~fA 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.