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Rozas Addn-LR050627
In-Place Soil Moisture/Density Tests by Nuclear Method 7636 Pebble Drive Fort Wodh, Texas 76118 Client: Tri-Star Construction Project: Dr. Roza's Office Coppell CMJ Report No.: 548-5051-016 Report Date: 06/27/2005 Tel: (817) 284-9400 Fax: (817) 589-9993 Report Distribution: (1) Tri-Star Construction (1) City of CoppeH Specifications Test Data Percent Compaction: +95% min Moisture Content: opt -2% to +4% Date Tested: 06/17/2005 Technician: Rick Campbell Optimum Maximum Dry Curve No. Test Method Material Description Moisture % Density pcf 1341 ASTM D698-A Reddish Brown, Brown, Gray Sandy Clay 11.5 117.0 In-Place Test Results Test Elevation Ref, Probe Percent Wet Density Dry Density Percent No or Lift Location Curve Depth Moisture (pcf} (pcf) Density Trench Backfill - WL** 36.1 -2' BFG Retest of #36 Report 548-5051-016 ** 1341 6" 15.1 128.0 111.2 95.0 37,1 Final Retest of #37 Report 548-5051-016 ** 1341 6" 14.5 128.2 112.0 95.7 Trench Backfill - SSL** 38.1 Final Retest of #38 Report 548-5051-016 ** 1341 6" 13.6 126.6 111.4 95.2 39.1 -2' BFG Retest of #39 Report 548-5051-016 ** 1341 6" 13.9 127.9 112.3 96.0 40.1 -4' BFG Retest of #40 Report 548-5051-016 ** 1341 6" 12,3 125.3 111.6 95.4 41.0 -6' BFG 10' East of Manhole, Adjacent to Sandy 1341 6" 14.0 127.5 111.8 95.6 Lake 42.0 -3' BFG 7' East of West Manhole, Adjacent to 1341 6" 14.4 128.8 112.6 96.2 Sandy Lake 43.0 -1' BFG 5' East of West Manhole, Adjacent to 1341 6" 12.7 125.3 111.2 95.0 Sandy Lake Test results on this report meet project specification. Test Method(s): ASTM D2922, ASTM D3017 (WL) Waterline; (SSL) Sanitary Sewer Line; (BFG) Below Final Grade ** Retest from 6/15/2005 Gauge: bodt Gauge SN: 4674 Std. Density Count: 3456 ..//~ M~ ~,~ o? Page 1 of 1