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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-12-27 I.... ~ .,Information 1:''''. .To Build On ~, ,;"Il . ~ . 'Jb.Ung Client: Address: Mr. Jeff Morton InnCline Management 2121 Franklin Boulevard Eugene, OR 97403 Placement Data: Generator and sidewalk slab, . Location Sampled At: Northwest Corner Date Cast: 11/14/06 Ticket No.: IMiX No.: 311466 148 Design Strength (psi): Cylinder No. ~421 _422 06-3423 06,3424 Test Date 11/21/2006 12/12/2006 12/12/2006 Hold Date Rec'd: Weather: 11/15106 Clear * COMPRESSION REPORT Project No.: 722-60033-41 Project Name: HOlidq' Inn Express Addition Location: .,;',' t:/::.:;, !~~8,~r'J'J Eugene, Oregon Material: Concrete required 5,000 Age (days) 7 28 28 Hold Field Cure (days) Hold Lab Cure (days) 1 6 27 27 Hold c: .. 1 - Cone (both ends) 2 - ConeNertical Cracks (one end) Remarks: Mega Pacific Construction City of Springfield koad: Total: Supplier: Eugene Sand & Gravel Slump (in.): ASTM C143-03 Max. Aggr. Size: Air Content: ASTM C231-03 Air Temperature (F): Material Temp. (F): ASTM C1064-03 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pel): ASTM C138,01 Time Cast: 1 :35 PM Additives: Hot Water Results Reported To: Yardage 1 11 / SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 ph - (541)746-7163 fax Date: December 27,2006 B.P. No.: 05-05023-01 P.O. No,: Cast By: Pete Furlong Field Test Data 5" 3/4" Rock 49.1 77,1 6x12 Curing Conditions: ASTM C31-03 Contractor Compressive Strength Data ASTM C39 placed 5,000 Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method Dimensions Max. load (lbs.) Fracture Type .. Test Time (inches) (sj.) (Ibs.) Ipsl) C617-QJ C1231..QJ 5,98 28.11 28,2 86,365 3,070 5 8:44 AM X 5,99 28,21 28,2 117,615 4,170 3 2:33 PM X 6,00 28.27 28.2 118,400 4,190 3 3:39 PM X 6 - Top fractures (same as #5 but end of cylinder is pointe() Re 1rtcr~~IIY Submitted, Pre ~'J\J\::r::J~/ndustries, Inc. St~ven E. Wilder Laboratory Supervisor THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT DNL 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. ; - Columnar 4 - Diagonal wIno craking at ends 5. Side fractures (at top of bottom