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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-3-25 l ~~;l Information ,,~. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: Client: March 25, 2009 Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Report Number: 722-90008-27 Project Name: Jerry's-Warehouse Renovations 2525 Olympic Street Springfield, Oregon Project Location: P.O. No.: Type of Inspection: Z4175LD Soils Observation \BP# COM2008-01595 Weather: Light Rain Field Observations and Comments As requested, a representative of PSI was on-site to observe proofrolling of final rock grade for travel lanes to the south and southeast of the lumber yard structure. Proofrolling was conducted using a loaded tandem axle dump truck weighing approximately 50,000 Ibs. Due to lack of access the easternmost lane was proofrolled with a loaded John Deere 210 LE front loader. Little to no deflection was observed indicating a stabie subgrade at this time. To the best of our knowledge, the work inspected was in accordance with the buiiding department approved design drawings, specifications and applicable workmanship provisions of the International Building Code. Inspector: Anthony Deluca CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, Ofessi;nal Service Industries, Inc. NJu.f;U n~-0 Raymond AliP::fJ Project Manager c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler ~~ C~ 4,o,f II" .It? ~ ~. THIS REPORT IS PROVIDED FOR THE INFORMA nON 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 PROHIBITED. Professional Service Industries, Inc.. 1040A Shelley St.. Springfield, OR 97477. Phone 541f746-9649. Fax 5411746-7163 l'....~.,Infonnation ",~. To Build On .l!nsJ1n.~.... . c~ 1-16... ...16.. Client: Address: Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 COMPRESSION REPORT Project No.: 722-90008-18 Proj. Name: Jerry's-Warehouse Renovation Location: 2525 Olympic Street Springfield, Oregon 100 a17.5 10 7.8 Placement Data: Material: Concrete Slump.Un.): ASTM C143 Slab on 9rade at pour back at truck ramp 9ridline C.1 at 7.5 to 9, C.9 to 0 at 7.5 to 9 and C.1 Max. Aggr. Size: Location Sampled At: C.910 0 a17.510 9 Date Cast: 02/11/09 Ti.cket ~o.: IMIX No 3352837 ~OV~~200 Desi!CJn Strenllth (psi): Cylinder No. 09-0485 09-0486 09-0487 09-0488 Test Date 2/24/2009 3/17/2009 3/17/2009 4/8/2009 Date Rec'd: 02/12/09 Weather: Overcast required 5.000 Age (days) Field Cure (days) 7 28 1 28 1 56 1 lab Cure (days) 6 27 27 55 H 1 - Cone (both ends) 2 - Cor eNertlcaJ Cra'cks (one end) Remarks: c: 3 - Columnar Yardage 2 9/27 Load: Total: Supplier: Knife River Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM Cl064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pel): ASTM C138 Time Cast: 9:20 AM II.dditives: AEA Results Reported To: Compressive Strength Data ASTM C39 placed 5.000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (5.1.) (lb5.) Max. Load (Ibs.) comp(p~~~ength Fracture Type .. Test Time C617 C1231 6.00 5.99 6.01 28.27 28.21 28.37 6.00. J 28.27 . 4 - DIagonal wIno cracking at ends City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 28.3 121,895 28.3 133,745 28.2 135,690 28.3 150,025 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax April 8,.2009 CCB#176269 C~ - \5"1.5 . Z4175LD Glenn Meek Jr Date: B.P. No.: P.O. No.: Cast By: Field Test Data 6" 11/2" 5.5% 380 560 6x12' Contractor Curing Conditions: ASTM 4,310 4,740 Capping Method 3 2 3:50 PM 10:26 AM x x 4,780 6 10:32 AM I X 5,310 4 10:49 AM I X 5 - Side frac.ures (at iop of bottom) 6 - Top ftactures (same as #5 but end of 1ylinder is pointed) Rf' . tfully Su,;ttted, Pr ~ SiO'f:J lice tnd:stries, tnc. S eve Wilder Laboratory Supervisor . These results relate only to the specific samples tested a'nd may not be indicative of other locations. This report cannot be reproduced, except in full, without written permission by Professional Service Industries, Inc.