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Stratford Manor-LR 990414FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT Huie Construction Co. Stratford Manor, Coppell, Texas REPORT DATE: April 14, 1999 PROJECT NO.: 0791-2064 DATE PERFORMED: April 12, 1999 Density Test Method: Number 1 Description Medium brown, dark gray shale clay TEST RESULTS TEST PROCTOR NO. NO. 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15 1 16 1 17 1 Remarks: ASTM D-2922 & 30'17 Method of Compaction: ASTM D-898 MOISTURE/DENSITY RELATIONS Material Proctor Results Maximum Dry Density (pcf) Optimum Moisture (%) 92.3 25.4 UNIT DRY WEIGHT Block B, Lot 8, natural 89.9 Block B, Lot 9, natural 92.5 Block B, Lot 8, 1st lift 87.8 Block B, Lot 9, 1st lift 88.1 Retest of #3 of 4-9-99 88.6 Retest of #2 of 4-9-99 91.3 Stratford Lane, station 12+00, natural 90.2 Block B, Lot 10, natural 91.1 Block B, Lot 8, 2~u lift 90.0 Block B, Lot 8, 3rd lift 92.0 Block B, Lot 9, 2"d lift 89.7 Block B, Lot 9, 3rd lift 89.9 Block B, Lot 10, 1s~ lift 88.1 Block B, Lot 10, 2"~ lift 89.4 LOCATION All densities meet project specifications unless otherwise noted. MOISTURE PERCENT OF CONTENT PERCENT MAXIMUM DENSITY 27.9 97.4 27.9 100.3 25.7 95.2 25.8 95.5 30.0 96.0 27.6 98.9 25.9 97.7 28.4 98.7 23.4 97.5 27.0 99.7 29.5 97.2 26.9 97.4 27.5 95.4 26.2 96.9 Mike Flute Fugro South Technician FUGRO SOUTH INC. Reviewed By: SMH/mv Distribution: Huie Construction Co. - David A. Whitsett Alton Loyd, Inc. - Preston Skaggs CLIENT: PROJECT: INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS Huie Construction Co. REPORT DATE: April 14, 1999 Stratford Manor, Coppell, Texas PROJECT NO: 0791-2064 METHOD OF TEST: SAMPLE IDENTIFICATION: Sample Description: Sample Origin: MOISTURE/DENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (Ibs/cu ft) Optimum Moisture Content (%): ATTERBERG LIMITS: Liquid Limit: Plastic Limit: Plasticity Index: ASTM D-698A Medium brown/dark gray shaley clay Stratford Lane Moist Mechanical 92.3 25.4 55 27 28 Mark Strittmatter Fugro South Technician FUGRO SOUTH INC. SMH/em 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: FIELD DENSITY REPORT Huie Construction Co. Stratford Manor, Coppell, Texas REPORT DATE: April 14, 1999 PROJECT NO.: 0791-2064 Density Test Method: Number 1 TEST NO. 1 2 3 Remarks: Description Dark brown silty sandy clay with organics TEST RESULTS PROCTOR NO. 1 DATE PERFORMED: April 9, 1999 ASTM D-2922 & 3017 Method of Compaction: ASTM D-698 MOISTURE/DENSITY RELATIONS Material Proctor Results Maximum Dry Density (pcf) Optimum Moisture (%) 113.8 14.5 LOCATION UNITDRY MOISTURE PERCENTOF WEIGHT CONTENT PERCENT MAXIMUM DENSITY 105.7 21.5' 92.9** 106.8 18.7 93.8** 87.1 36.0* 76.6** Stratford Lane, Station 7+00, natural 1 Stratford Lane, Station 10+15, natural 1 Retest of Test #1 of 4-9-99 *Does not meet project specifications for percent moisture content. **Does not meet project specifications for percent maximum dry density. M. Strittmatter Fugro South Technician SMH/em Distribution: Huie Construction Co. - David A. Whitsett Alton Loyd, Inc. - Preston Skaggs FUGRO SOUTH INC. Reviewed By: