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Carlson Testing, Inc. <br /> <br />Construction Inspection & Related Tests <br /> Geotechnical Consulting <br /> <br />JOB NO. 99-S 1206A.CTI <br /> <br />REPORT OF IN-PLACE DENSITY TESTS <br /> <br />Salem Office <br />4060 Hudson Street <br />Salem, OR 97301 <br />Phone (503) 589-1252 <br />Fax (503) 589-1309 <br /> <br />Client: North Marion School District # 15 <br />Project: North Marion High School - Additional Remode~ <br />At'dress: 20167 Grim Road NE - Marion County __ tL ~llli <br />Material Description: Dark Brown Silt <br /> <br />Max. Dry Density: 110.4 lbsJeu, ft. <br /> <br />Optimum Moisture: 17.4 °/6 <br /> <br />Method of Test: AASHTO T-180A <br /> <br />Serial # 27299 <br /> <br />Standard Density Count: 2900 <br /> <br />Standard Moisture Count: 695 <br /> <br />DATE OF TEST TEST LOCATION % COARSE ADJ. MAX. ELEV. FIELD IN-PLACE DENSITY % <br />TEST NO PARTICLES DENSITY FT. MOISTURE (LBSJCU. FT.) COMPACTION <br /> % WET DRY <br />09-16-99 1 [-Iigh School Commons SGD 11.5 124.9 112.0 100+ <br /> ['ad - S. Side, W. Comer <br />09-16-99 2 ffigh School Commons SGD 11.0 121.9 109.8 99.5 <br /> Pad - S. Side, E. Comer <br />09-16-99 3 Fligh School Commons SGD 7.3 119.4 111.3 100+ <br /> Pad - W. Side @ Cooler <br /> Area <br /> <br />Remarks: 95% compaction required. <br /> <br />Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, witho~,~ <br /> <br /> Steven W. Leach <br /> Branch Manager <br />Tested By: S. Leach Reviewed By: <br /> <br />cc: <br /> <br />Marion County Building Dept - Chuck Monschein <br />Westech Engineering - Steve Ward <br />Arbuckle Costic Architects - Walt Bensman <br />Foundation Engineering - Salem - John Guido <br /> <br />DLR Group Architecture & Planning - Scott Rose <br />Eagle Eisner Inc <br />OC America Construction Inc - Lee Burnham <br /> <br /> <br />