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Lakeside V2-LR040608 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN L©NGVIEW 11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(g72) 488-8980 In-Place Soil Moisture/Density Tests by Nuclear Method Client: Project: JAY H FIXTURE Kroger #448 - Drive Thru 950 East Sandy Lake Rood Report Distribution: TMI Report No.: 73094-001 Report Date: 06/08/2004 Specifications Percent Compaction: +95% rain Moisture Content: opt -2% to +2% Test Data Date Tested: 06/04/2004 Technician: Mohammed A. Kashem Curve No. Test Method 668 ASTM D-698-A Crushed Concrete Material Description Optimum Maximum Dry Moisture % Density pcf Test Elevation Ref. Probe No or Lift Location Curve Depth Parking Area 1.0 Grade at West side of building at 40' Nodh & 30' 668 6" West from SW corner of building 2.0 Grade at West side of building at 80' North & 40' 668 6" West from SW corner of building Test results on this report meet project specification. Test Method(s): ASTM D-2922, ASTM D-3017 Percent Wet Density Dry Density Percent Moisture (pcO (pct') Density 13.9 127.9 112.3 99.4 14.1 127,3 111.6 98.8 Gauge: Troxler Gauge SN: 33086 Std. Density Count: 2824 Std. Moisture Count: 708 TERRA-MAR, INC. ~-~ary Dry, S~ CMT Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, er any part therein, is strictly prohibited without the express written consent of TMh o7ssg Page I of I GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN £ONGVIEW 11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080 Client: JAY H FIXTURE Project: Kroger #448 - Drive Thru 950 East Sandy Lake Road Moisture-Density Relationship Report Distribution: (1) Jay H. Fixture TMI Report No.: 73094-001 Report Date: 06/08/2004 Material Origin: Imported Sample Location: Stockpile Material Description: Crushed Concrete Material Use: Paving Area Pr~ec_tJnformation Tested By: Sample Date: Donuald E. Bell 05/19/2004 Moisture. DensitY_Relation_ship - Curve No. 668 118 114 Density (pcf) H0 t06 tS2 Moisture Content (%) Material Properties and Test Information - Curve No. 668 Maximum Dry Density: 113.0 Liquid Limit: 49 Optimum Moisture Percent: 13.0 Plastic Limit: 38 Plasticity Index: 11 Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140 Rammer Description: Mechanical Preparation Procedure: Passing No, 200: USCS: Moist 43.4 TERRA-MAR, INC. Dry, SET CMT Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. 06MGM Page 1 of I Client: Project: GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGWEW 11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-$080 In-Place Soil Moisture/Density Tests by Nuclear Method JAY H FIXTURE Report Distribution: (1) Jay H. Fixture Kroger #445 - Drive Thru 950 East Sandy Lake Road TMI Report No.: 73094-002 Report Date: 06/09/2004 Specifications Test Data Percent Compaction: +95% rain Date Tested: 05/21/2004 Moisture Content: opt -2% to +2% Technician: Mohammed A. Kashem Optimum Maximum Dry Curve No. Test Method Material Description Moisture % Density pcf 668 ASTM D-698-A Crushed Concrete 13.0 113.0 Test Elevation Ref. Probe Percent Wet Density Dry Density Percent No or Lift Location Curve Depth Moisture (pct') (pcf) Density 1.0 Grade Drive thru pharmacy at 30' North & 10' 668 8" 14.0 126.2 110.7 West from SW corner of building 2.0 Grade Drive thru pharmacy area at 75' North & 668 6" 13.8 124,6 109.5 16' West from SW corner of building Test results on this report meet project specification. Test Method(s): ASTM D-2922, ASTM D-3017 98.0 96.9 Gauge: Troxler Gauge SN: 33086 Std. Density Count: 2824 Std. Moisture Count: 708 TERRA-MAR, INC. Jason B. Allen, ET Project Manager The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of this report, or any part therein, is strictly prohibited without the express written consent of TMI. 07SSD Page I of I