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Home My WebLink AboutPermit Field Test & Inspection Report 2009-8-20 l'" tJI!!!!>..1 lrifo111Ultion "''''.l7bBuild On ..........,,_ . c, NlIng. T "'ol Client: Address: Placement Data: Bus Lane Curb Matt Keenan KPFF Consulting Engineers 1201 Oak Street, Suite 100 Eugene, OR 97401 i4Q.. -l SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield. Oregon 97477 (541)746.9649 - (541)746-7163 fax August 20, 2009 CCB#176269 c'b-4o'3 Project No.: 722-90101-29 P j N Maple Elementary School ro, ame: Public Improvement 2009 Location: 2109 J Street Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Yardage 1 10 Slump (In.): ASTM C143 Max. Aggr. Size: A.lr Content: ASTM C231 A.lr Temperature (F): Material Temp. (F): ASTM Cl064 Max Temp (F): ""in Temp IF): Specimen Size: Unit Weight (pel): ASTM C138 Time Cast: 8:35 AM Additives: ~esults Reported To: Field Test Data 1" 3/4" Material: Concrete Location Sampled At: 14+35 right Date Cast: 07/21/09 Date Ree'd: Ticket No.: IMIX No.: Weather: 3444737 2436CE2009 07/22/09 Clear Desiqn strenqth (psI): Cylinder No. 09-1415 09-1416 09-1417 09-1418 6 27 27 H 3 - Columnar of. Diagonal w no cracking at en~s reauired 4.000 Test Date Age (days) Field Cure (days) 7 28 28 1 H Lab Cure (days) 7/28/2009 8/18/2009 8/18/2009 Hold ... 1 - Cone (buth ends) 2 - Cor, ~Nertlcal CraCKS (one end' Remarks: cc: Springfield School District - Bill Hirsch John Hyland Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright 61' 79' 84' 67' 4x8 Load: Total: Supplier: Knife River Curing Conditions: ASTM Contractor Compressive Strength Data ASTM C39 Dlaced 4,000 Diameter or Cross Sect. Area Cylinder WT. Compo Strength F t T - Dimensions Max. Load (Ibs.) Test Time (Inches) (5.1.) (lb5.) (pSI) rac ure ype 4.00 12.57 8.6 64,490 5,130 1 2:10 PM 4.01 12.63 8.6 81,645 6,460 2 12:47 PM 4.00 12.57 8.6 81,425 6,480 2 12:51 PM Capping Method C617 C1231 x X X 5. Side 'rac ures (al top or brl ~bm) 6 - Top fr Ictures (same as #5 but end 01 cylinder ;5 60inled) R{f~ctfUIlY submitted, P / I sional S ice Industries, Inc. SM~. ,der Laboratory Supervisor r AUG 2 5 lnng These results relate only to the specific samples tested and may not be indicative of other locations. This report cannot be reproduced, except in full, without written permission by Professional Service Industries, Inc. l"'s.J Information ,., -17bBuild On ."1 ',.1 . c~ rr -..... -111 .11.... Client: Address: Matt Keenan KPFF Consulting Engineers 1201 Oak Street, Suite 100 Eugene, OR 97401 W- COMPRESSION REPORT SPRINGFIELD OFFICE 1040 . A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax August 21, 2009 CCB#176269 C?J-438 Project No.: 722-90101-32 P J N Maple Elementary School ro. ame: Public Improvement 2009 Location: 2109 J Street Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Placement Data: Material: Concrete Driveway and curb off J Street, Driveway and curb in Bus Lane Location Sampled At: 13+00 off J Street Date Casl: 07/24/09 Date Ree'd: 07/25/09 leket No.: I Mix No.: Weather: 3444825 246RN17009 Clear Desiqn strenqth (psi): Cylinder No. 09-1447 09-1448 09-1449 09-1450 reaulred 3,600 Test Date Age (days) Field Cure (days) 7 1 28 1 28 28 6 27 27 lab Cure (days) 7/31/2009 8/21/2009 8/21/2009 8/21/2009 Yardage 1 10 Load: Total: Supplier: Knife River Slump (In.): ASTM Ct43 Max. Aggr. Size: ~Ir Content: ASTM C231 Air Temperature (F): Materia' Temp. (F): ASTM Ct064 Max Temp (F): r-'lln Temo lFl: Specimen ~Ize: lintt Weight (pel): ASTM C138 rime Cast: 7:25 AM Additives: he suits Reported To: Field Test Data 4 1/2" 3/4" -.1 - Cone (bo1h ends) 2 - Cor.3Nertical erac :s (one end) Remarks: cc: 27 4.01 12.63 3 - Columnat 4 - Diagonal w'no cracking at e Ids Springfield School District - Bill Hirsch John Hyiand Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright 58. 71. 4x8 Curing Conditions: ASTM Contractor Compressive Strength Data ASTM C39 olaced 3.600 Max. Load (Ibs.) comPip~~;ength Fracture Type" Test Time Capping Method Diameter or Dimensions (Inches) Cross Sect. Are, Cylinder WT. (s.l.) (Ibs.) C611 C12J1 4.01 4.01 4.00 12.63 12.63 12.57 8.3 45,015 3,560 3 2:54 PM X 8.4 57,270 4,530 2 12:13 PM X 8.4 59,735 4,750 1 12:16 PM X 8.4 58,220 4,610 2 12:20 PM X 5. Side frattures (at top of be. \om) 6 - Top ,factures (same as #5 but end 0 cylinder Is pointed) ~fts~::UIlY su mitted, p fi~1 S rvice Industries, Inc. leven E. Wilder Laboratory Supervisor These results relate only to the specific samples tested and may not be indicative of other locations. This report cannot be reproduced, except in full, without written permission by Protessional Service Industries, Inc. l..~;lInformation ,,~. .To Build On Engineering . Consulting. 'fbstlng ~ DAILY FIELD REPORT Date Performed: Client: Juiy 1, 2009 Springfieid School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-216 Project Name: Maple Elementary School 21 09 J Street Springfield, Oregon Project Location: B.P.No.: Type of Inspection: COM 2008-00438 Soils Observation P.O. No.: Weather: P0271-255-0809 Clear Field Observations and Comments On site to observe, a proof roll on exposed subgrade soils beneath the old Maple Elementary School gymnasium. (See' attached site plans). The proof roll was conducted at finished subgrade elevation using a fully loaded tandem axle dump truck weighing approximately 55,000 pounds. No defiection (pumping) were observed under the wheel loads but wheel tracking (rutting) up to 6 inches in depth occurred, indicating a relatively soft, over optimum moisture subgrade. Recommended scarifying the subgrade and allowing it to aerate (dry) until Monday July 6, 2009. The area will be re- proof rolled at that time. If the area has not dried back enough to be stable under the weight of dump truck, then the area will have to be over excavated. Inspector: Raymond Aliperti, ICC #1017075-EC CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, Pro"""". 'W'" ,= Raymond Aliperti Project Manager Attachment: Site Plans cc: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdumnaj@jhconst.com Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com , RobertsonlSherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND fTS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBrTED. Professional Service Industries, Inc.. 1040A Shelley 81. . Springfield. OR 97477. Phone 541/746-9649. Fax 541/746-7163 , - ( .. ,.,.. r-.;: _:.."- - ""'" - I V, .'. . N\ "t\~ I--'C~;_.~~~ I' '"... l-~.',_. ~ \ c s(.~- I,., i 7~"'!O'7~~l-?" \, - lo(.C\iitJ o~ Pt~L" 1 .1..-. 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