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Stratford Manor-LR 990714FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS Huie Construction Co. Stratford Manor, Coppell, Texas REPORT DATE: July 14, 1999 PROJECT NO: 0791-2064 SAMPLE DATE: July 8, 1999 METHOD OF TEST: SAMPLE IDENTIFICATION: Sample Description: Sample Origin: MOISTURE/DENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (lbs/cu fi[) Optimum Moisture Content (%): ASTM D-698 Reddish brown sandy clay (lime treated) Stratford Lane Moist Mechanical 101.2 18.7 Mark Strittmatter Fugro South Technician FUGRO SOUTH INC. SMH/bg Distribution: Reviewed By: Huie Construction Co. - David A. Whitsett Alton Loyd, Inc. - Preston Skaggs FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: PROJECT: MOISTURE/DENSITY RELATIONSHIP OF SOILS Huie Construction Co. REPORT DATE: July 14, 1999 Stratford Manor, Coppell, Texas PROJECT NO: 0791-2064 SAMPLE DATE: July 8, 1999 METHOD OF TEST: SAMPLE IDENTIFICATION: Sample Description: Sample Origin: MOISTURE/DENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (Ibs/cu ft) Optimum Moisture Content (%): ASTM D-698 Tan sandy clay (lime treated) Stratford Lane Moist Mechanical 89.6 26.9 Mark Strittmatter Fugro South Technician FUGRO SOUTH INC. SMH/bg Distribution: Reviewed By: Huie Construction Co. - David A. Whitsett Alton Loyd, Inc. - Preston Skaggs FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 LIME STABILIZED SOIL PULVERIZATION REPORT Huie Construction Co. REPORT DATE: July 14, '1999 Stratford Manor, Coppell, Texas PROJECT NO: 0791-2064 DATE PERFORMED: July 8, 1999 Contractors on Site: Remarks: Pulverization/Gradation tests were performed. Locations and results are listed below: LIME STABILIZED SOIL PULVERIZATION TEST RESULTS Percent Passing Percent Passing Location 1 3/4" Sieve fl4 Sieve 1 Stratford Lane, station 13+25 100 82 2 Stratford Lane, station 10+50 100 85 3 Stratford Lane, station 7+50 100 78 4 Stratford Lane, station 4+50 100 82 5 Stratford Lane, station 1 +50 100 76 6 Prince Edward Lane, station 1+10 100 78 Project Specifications: Minimum 100% Minimum 60% Mark Strittmatter Fugro South Technician FUGRO SOUTH, INC. Reviewed By: SMH/bg Distribution: Huie Construction Co. - David A. Whitsett Alton Loyd, Inc. - Preston Skaggs FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: PROJECT: FIELD DENSITY REPORT Huie Construction Co. Stratford Manor, Coppell, Texas REPORT DATE: July 14, 1999 PROJECT NO.: 0791-2064 DATE PERFORMED: July 12, 1999 Density Test Method: Number 1 2 Description Tan sandy clay (lime treated) Reddish brown sandy clay (lime treated) TEST RESULTS TEST PROCTOR NO. NO. 144 1 145 2 146 2 147 2 148 2 149 2 150 2 ASTM D-2922 & 3017 Method of Compaction: ASTM D-698 MOISTURE/DENSITY RELATIONS Material Proctor Results Maximum Dry Density (pcf) Optimum Moisture (%) 89.6 26.9 101.2 18.7 LOCATION UNIT DRY MOISTURE PERCENT OF WEIGHT CONTENT PERCENT MAXIMUM DENSITY 90.1 29.5 100.5 96.5 17.2 95.3 102.8 17.3 101.5 99.9 18.4 98.7 102.4 16.1 101.2 101.9 18.6 100.7 101.3 17.9 100.0 Stratford Lane, Station 13+67 final Stratford Lane, Station 10+50 final Stratford Lane, Station 8+50 final Stratford Lane, Station 6+00 final Stratford Lane, Station 3+00 final Stratford Lane, Station 0+71 final Prince Edward Lane, Station 1+00, final Remarks: Densities meet project specifications unless otherwise noted. Mike Flute Fugro South Technician FUGRO SOUTH INC. SMH/em Distribution: Huie Construction Co. - David A. Whitsett Alton Loyd, Inc. - Preston Skaggs