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ST9902-LR060525 In-Place Soil Moisture/Density Tests by Nuclear Method eM J ENGINEERING, INC i6 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 lIent: roject: City of Coppell West Sandy Lake Road Reconstruction Report Distribution" (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins :MJ Report No.: 687-5192-039 leport Date: 05/25/2006 Specifications Percent Compaction +95% min +100% max Moisture Content opt +0% to +5% Test Data Date Tested: 05/19/2006 Technician Phil Sommerville _ _ . . rL~ . ~. . ~. :1, ~ Optimum Maximum Dry Curve No. Test Method Material Description Moisture % Density pet 2276 ASTM 0-698 Reddish Brown, Tan and Gray mottled Sandy Clay 140 115.0 2275 ASTM 0-698 Tan Sandy Clay 12.5 1170 2274 ASTM 0-698 Reddish Brown Sandy Clay 135 1150 In-Place Test Results Test Elevation Ref. Probe Percent Wet Density Dry Density Percent No or Lift Location Curve Depth Moisture (pet) (pet) Density Trench Backfill - SD Line C-2 1391 -4' BFG Retest of #139.0, Report #687-5192-036 2274 6" 15.4 132.7 115.0 100.0 1401 -3' BFG Retest of #140.0, Report #687-5192-036 2274 6" 15.6 130 9 113.2 98.4 141 1 -2' BFG Retest of#141.0, Report #687-5192-036 2274 6" 144 127.8 1117 971 142.1 -1' BFG Retest 01#142.0, Report #687-5192-036 2274 6" 13.8 130.1 114.3 994 143.0 -8' BFG S18.O+17 2274 6" 16.0 128.3 1106 96.2 1440 -7' BFG Sta. 0+17 2274 6" 158 128.4 110.9 964 1450 -6' BFG Ste.0+17 2274 6" 161 131.2 113.0 983 146.0 -5' BFG Sta.0+17 2274 6" 15.4 1310 1135 98.7 147.0 -4'BFG Ste. 0+17 2274 6" 148 1316 114.6 997 148.0 -3' BFG Sta.0+17 2274 6" 141 1309 1147 997 1490 -2' BFG Sta. 0+17 2274 6" 136 130.6 115.0 100 0 150.0 -1' BFG Sta.O+17 2275 6" 13.4 1294 114 1 975 151 0 Final Sta.0+17 2275 6" 12.9 1294 1146 979 152.0 -8' BFG Sta. 1 +50 2276 6" 176 129.0 109.7 95.4 153.0 -7' BFG Sta. 1+50 2216 6" 17.2 130.3 111.2 96.7 154 0 -6' BFG Sta. 1+50 2276 6" 17.5 130.0 110.6 96.2 155.0 -5' BFG Sta. 1 +50 2276 6" 16.4 1291 110.9 96.4 156.0 4'BFG Sta. 1+50 2276 6" 16.5 130.0 111 6 970 1570 -3' BFG Sta. 1 +50 2276 6" 15.4 132.1 114.5 996 . 158.0 -2' BFG Sta. 1 +50 2276 6" 15.1 131.2 1140 991 159.0 -1' BFG Sta. 1 +50 2275 6" 12.9 1310 116.0 991 160.0 Final Sta. 1+50 2275 6" 13.1 131.8 116.5 996 Gauge: CPN Gauge SN: 6430 Std. Density Count: CMJ Engineering, Ine LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, Items or areas regardless of similarity Our reports are produced solely for the exclusive use of our .. -' ..... ,- _M" M <on.. ""rtinn of this reoort may not be reproduced without the written consent of our client and CMJ Engineering, Inc. Page I of2 J Project No.. 687-5192 J Report No.. 687-5192-039 ... eMJ ENGINEERING. lNe. .t ) Elevation or Lift location Ref. Curve Probe Depth Percent Moisture Wet Density Dry Density (pet) (pcf) Percent Density 10 Trench Backfill. SD Line C-2 Final Sta. 10+66 2274 6" 13.5 130.3 1148 99.8 it results on this report meet project specification. st Method(s): ASTM D2922, ASTM 03017 ~DDlTIONAL REMARK(s) ,~etest of Report #687.5192-036; Date Tested 511612006 (BFG} Below Final Grade {SO} Storm Drain , I I Gauge: CPN Gauge SN' 6430 Std. Density Count: 42788 ) CMJ Engineering, Inc LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results "'. .~. n..r+"in tn anv other samples,items or areas regardless of similarity Our reports are produced solely for the exclusive use of our . ~ --.. --...... ...nrnrluoed without the written consent of our client and CMJ Engineering, Inc. Page 2 or: