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Home My WebLink AboutPermit Field Test & Inspection Report 2008-10-27 l ' .. lInFormation "'II:!!!" . ':1'- . ,.,~~ ToBuildOn J!IIg I. ,,;, 1,,-rIIf ..~ .lfj, "0 j ',I'.' Client: Address: Springfield Schooi District 525 Miil Street Springfield, OR 97477 <, COMPRESSION REPORT L~.::::4:~'t SPRINGFIELD OFFlCE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 27, 2008 CCB#176269 Project No,: 722-80173-96 Proj, Na!ll,e: ,Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon 'Date: B.P. No,: P,O, No,: Cast By: P0272-334-0809 Glenn Meeks Jr Slump (in.): ASTM Cl43 Max, Aggr. Size: Air Content: ASTM C231 A.lr Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temo iF): -- -.- Specimen Size: Unit Weight (pel): ASTM C138 Time Cast: 8:20 AM A.dditives: Fiber Results Reported To: Field Test Data 43/4" 3/4" 2.5% 480 680 700 590 4x8 Placement Data: Material: Concrete Tiit up wall panels #46, 45, 44, 52, 43, 42, 38, 57 and 56 Location Sampled At: Till up panel #45 Date Cast: 10/14/08 Ticket No.: IMiX No.: 3159867 60W5AOFM , ,- Date Ree'd: 10/15/08 Weather: Overcast Design Strength losil: reouired fi 000 " " , Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 08-3127 10/21/2008 7 6 08-3128 11/11/2008 28 27 08-3129 11/11/2008 28 27 08-3130 Hold H H Yardage 3 83/4/1221/2 load: Total: . Supplier: Knife River Curing Conditions: ASTM Contractor Compressive Strength Data ASTM C39 olaG"d 6000 .11 I Diameter or Cross Sect. Area Cylinder WT. Compo Strength F t T .. Capping Method Dimensions to.!,) '(Ibo.) Max. Load (lbs.1 (psi) rac ure ype Test Time (Inches) C617-0J C1231-0J 4.00 12.57 8,4 60,760 4,830 3:37 PM X ** 1 ~ Cone (both ends) 2. ConeNertical Cracks (one end) 3. Columnar 4 ~ Diagonal wIno cracking at ends 5 _ Side frac~ures (at top of b( ttom) Remarks: SET # 1 . c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@miistead.us Mahlum - rberndt@mahlum,com Robertson/Sherwood & Archilects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfieid 6 ~ Top fractures (same as #5 but end of cylinder is pointed) Respectfully Submitted, pR::s/ona\J.e:ices Industries, Inc, RaymttPAIiPe~ Project Manager THIS REPORT IS PROVIDE!? FOR THE INFORMATION OF THE CUENTONL 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. ,....~.J Information """''''-170 Build On Eng' ." ,J. eo..urans . no.tInsr Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 '. COMPRESSION REPORT SPRINGFIELD OFFltE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 27, 2008 CCB#176269 Project No,: 722-80173-95 Proj, Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Date: B,P, No.: P,O, No,: Cast By: P0272-334-0809 Glenn Meeks Jr koad: Total:' Supplier: Knife River Slump (In,): ASTM C143 Max, Aggr, Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp IF): Min Temo (F\: Specimen Size: Unit Weight (pel): ASTM C138 Time Cast: 11 :05 AM Additives: Results Reported To: Field Test Data 43/4" 3/4" 2.4% 68" 660 700 590 4x8 Placement Data: Material: Concrete Tilt up wall panels #46, 45, 44, 52, 43, 42, 38, 57 and 56 Location Sampled At: Tilt up panel #57 Date Cast: 10/14/08 Date Rec'd: 10/15/08 Ticket No.: IM~~~~~~FM Weather: 3159878 Overcast Design Strength (psi): reQuired 6,000 Cylinder No. Test Dale Age (days) Field Cure Lab Cure (days) (days) 08-3131 10/21/2008 7 6 08-3132 11/11/2008 28 27 08-3133 11/11/2008 28 27 08-3134 Hold H H Yardage 12 B 3/4/1221/2 Curing Conditions: ASTM Contractor . Compressive Strength Data ASTM C39 Dlaced 6,000 .Dlameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method Dimensions ts.t.) (Ibs.l Max. load (Ibs.) (psi) Fracture Type .. Test Time (In~hest C617-03 C1231-03 4.00 12.57 8.5 61,775 4,910 3 3:44 PM X I H 1- - Cone (both ends) 2 - ConeNertical Cra( ,(S (one end) 3 - Columnar 4 - Diagonal wIno cracking at ends Remarks: SET # 2 c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu ' Yolanda Bird - yolanda.bird@sps.lane.edu ' City of Springfieid 5 - Side frac ures (at top of b( itom) 6 - Top fractures (same as #5 but end of cylinder is pointed) Respectfully Submitted, "feSSionavefo~ustries, Inc. R~AliPe~ Project Manager THIS REPORT IS PROVIDED FOR THE INFORA,fATION 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.