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Deer Run-LR000208
FUGRO SOUTH, INC. CLIENT: Ryland Homes PROJECT: Deer Run, Coppell, Texas Material Number Description 1 Dark brown very silty clay FIELD DENSITY REPORT 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 GIRO REPORT DATE: February 8, 2000 PROJECT NO.: 0791 -2308 Page 1 DATE PERFORMED: February 4, 2000 Density Test Method: ASTM D -2922 3017 MOISTURE /DENSITY RELATIONS TEST RESULTS Method of Compaction: ASTM D -698 Proctor Results Maximum Dry Density (pcf) Optimum Moisture 100.2 21.0 TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 94 1 8 inch sanitary sewer, Line S1, Ardglass 98.6 21.0 98.4 Trail, station 7 +00, 9 feet below grade 95 1 8 inch sanitary sewer, Line S1, Ardglass 98.5 22.4 98.3 Trail, station 7 +10, 7 feet below grade 96 1 8 inch sanitary sewer, Line S1, Ardglass 97.0 24.8 96.8 Trail, station 7 +20, 5 feet below grade 97 1 8 inch sanitary sewer, Line 51, Ardglass 97.2 21.8 97.0 Trail, station 7 +30, 3 feet below grade 98 1 8 inch sanitary sewer, Line S1, Ardglass 96.5 24.1 96.3 Trail, station 7 +40, 1 foot below grade 99 1 8 inch sanitary sewer, Line S2, Ardglass 97.9 21.2 97.7 Trail, station 2 +50, 5 feet below grade 100 1 8 inch sanitary sewer, Line S2, Ardglass 97.8 23.0 97.6 Trail, station 2 +60, 3 feet below grade 101 1 8 inch sanitary sewer, Line S2, Ardglass 97.4 24.4 97.2 Trail, station 2 +70, 1 foot below grade 102 1 8 inch sanitary sewer, Line S2, Ardglass 96.9 21.1 96.7 Trail, station 2 +50, 5 feet below grade 103 1 8 inch sanitary sewer, Line S3, station 96.5 23.5 96.3 2 +60, 3 feet below grade 104 1 8 inch sanitary sewer, Line S -3, station 97.5 24.6 97.3 2 +70, 1 foot below grade FUGRO SOUTH, INC. CLIENT: Ryland Homes PROJECT: Deer Run, Coppell, Texas DATE PERFORMED: February 4, 2000 Density Test Method: ASTM D -2922 3017 TEST PROCTOR NO. NO. FIELD DENSITY REPORT LOCATION TEST RESULTS 105 1 21 inch RCP storm sewer, Line B, station 96.0 21.9 95.8 20 +00, 6 feet below grade 106 1 21 inch RCP storm sewer, Line B, station 95.7 24.1 95.5 20 +20, 4 feet below grade 107 1 21 inch RCP storm sewer, Line B, station 95.0 23.1 95.0 20 +40, 2 feet below grade Remarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro South Technician FUGRO SOUTH INC. SMH /bg Distribution: Ryland Homes Philip Flink City of Coppell Garth Campbell J.F Clack Jimmy Clack 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 REPORT DATE: February 8, 2000 PROJECT NO.: 0791 -2308 Page 2 Method of Compaction: ASTM D -698 UNIT DRY MOISTURE PERCENT OF WEIGHT CONTENT PERCENT MAXIMUM DENSITY Reviewed By: ;r1J__,,,,„