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HomeMy WebLinkAboutDENSITY OF SOIL REPORT 9 - 14-00050 - Idaho Central Credit Union ASTM D-6938 Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth) PAGE #1 OF 2 REPORT DATE 4/4/2014 R:\Eastern Idaho\2014 Reports\E140030c - Idaho Central Credit Union, 673 North 2nd East, Rexburg, ID\rpt010md.docx  Environmental Services  Geotechnical Engineering  Construction Materials Testing  Special Inspections 1230 N Skyline Drive, Suite C  Idaho Falls, ID 83402  (208) 529-8242  Fax (208) 529-6911 www.mti-id.com  mti@mti-id.com Rev. January 21, 2014 M AT E RI ALS TESTI NG & INSPECTION Dustee Woolstenhulme Phone: 208-239-3003 Idaho Central Credit Union Fax: 208-239-3053 PO Box 2469 Other: EMAIL ONLY Pocatello, ID 83206 Project: Idaho Central Credit Union, 673 North 2nd East, Rexburg, ID Permit #: Project Manager: Dan King Inspector: Art Weiser Inspection Date: April 3, 2014 As requested, MTI performed density testing in accordance with current applicable standards. The results obtained are as follows: 145056 1 Pit Run 127.2 7.5% Test # Probe Depth (in) Location Wet Density (pcf) % Moisture Dry Density (pcf) Material # Required % Compaction % Compaction Pass/Fail 1 8 92' north, 66' west of southeast corner of property (COP), 0' below subgrade (BSG) 136.2 6.5%127.9 1 95%100%PASS 2 8 158' north, 72' west of southeast COP, 0' BSG 135.2 5.9%127.7 1 95%100%PASS 3 8 100' north, 53' west of southeast COP, 0' BSG 130.2 4.3%124.8 1 95%98%PASS 4 8 110' north, 40' west of southeast COP, 1.3' BSG 130.5 5.2%124.0 1 95%98%PASS 5 8 200' north, 45' west of southeast COP, 2' BSG 132.6 4.3%127.1 1 95%100%PASS 6 8 90' north, 44' west of southeast COP, 0.8' BSG 131.6 5.2%125.1 1 95%98%PASS 7 8 150' north, 48' west of southeast COP, 1.5' BSG 127.9 5.4%121.4 1 95%95%PASS 8 8 88' north, 18' east of southwest COP, 1.2' BSG 129.7 4.0%124.7 1 95%98%PASS 9 8 180' north, 25' east of southwest COP, 0.8' BSG 131.2 4.4%125.6 1 95%99%PASS Lab ID #Material #Material Description Material Source Maximum Density (pcf) Optimum Moisture Standard Used Zollinger Pit Onsite Stockpile ASTM D-1557 Method of Testing: BS is Backscatter; Depth in inches is Direct Transmission Gauge Information: MTI #:18 Make & Model:CPN MC-3 Serial #:M360708402 Standard Counts:DS:37511 MS:10823 ASTM D-6938 Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth) PAGE #2 OF 2 REPORT DATE 4/4/2014 R:\Eastern Idaho\2014 Reports\E140030c - Idaho Central Credit Union, 673 North 2nd East, Rexburg, ID\rpt010md.docx  Environmental Services  Geotechnical Engineering  Construction Materials Testing  Special Inspections 1230 N Skyline Drive, Suite C  Idaho Falls, ID 83402  (208) 529-8242  Fax (208) 529-6911 www.mti-id.com  mti@mti-id.com Rev. January 21, 2014 M AT E RI ALS TESTI NG & INSPECTION If there are questions concerning this report (rpt010md), please contact the project manager at (208) 529-8242. Respectfully submitted, MATERIALS TESTING & INSPECTION, INC. Reviewed by Gavin J Marron cc: Rodger Ford, CM Company; Tom Callsen, CM Company