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Asbury Manor-LR 971203
FUGRO-McCLELLAND (SOUTHWEST), INC. ' 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Ryland Homes REPORT DATE: December 3, 1997 PROJECT: Asbury Manor, Coppell, Texas PROJECT NO.: 0771-2111 Page 1 DATE PERFORMED: December 1, 1997 MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture (%) 1 Reddish brown clayey sand with gray clay and 106.0 17.0 limestone fragments 2 Reddish brown clayey silty sand with some yellow 1 1 1.6 16.9 clay 3 Reddish brown clayey sand 117.8 13.1 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 199 1 21 inch RCP, Line SD-l, station 0+50, 6 105.4 18.3 99.4 feet below grade 200 2 21 inch RCP, Line SD-l, station 1+00.4 108.9 15.9 97.6 feet below grade 201 2 21 inch RCP, Line SD-l, station 1+50, 2 107.1 17.0 96.0 feet below grade 202 2 21 inch RCP, Line SD-2, station 0+30, 3 111.2 17.6 99.6 feet below grade 303 3 21 inch RCP, Line SD-3, station 1+00, 2 113.4 16.7 96.3 feet below grade 204 2 10x6 box culvert, Westminster Way, 107.6 16.5 96.4 station 4+50, 6 feet below grade 205 1 10x6 box culvert, Westminster Way, 105.3 18.1 99.3 station 4+75, 6 feet below grade 206 1 10x6 box culvert, Westminster Way, 102.8 19.3 97.0 station 4+90, 5 feet below grade 207 2 10x6 box culvert, Westminster Way, 107.2 17.4 96.1 station 4+10, 3 feet below grade 208 2 I inch water sewer. Abbey Court, Block 5, 106.7 17.0 95.6 Lot 2, 2 feet below grade 209 1 1 inch water sewer, Buckingham Court, 102.6 18.8 96.8 Block 4, Lot 12, 1 foot below grade 210 1 1 inch water sewer, Cormwell Court, 103.1 17.7 97.3 Block 4, Lot 7, 2 feet below grade FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301 ~ Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Ryland Homes REPORT DATE: December 3, 1997 PROJECT: Asbury Manor. Coppell, Texas PROJECT NO.: 077'1-2'111 Page 2 DATE PERFORMED: December 1, 1997 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 211 3 1 inch water sewer, Westminster Way, 114.2 15.4 96.9 Block 1, Lot 4, 1 foot below grade 212 1 1 inch water sewer, Westminster Way, 102.8 19.0 97.0 Block 2, Lot 4, 2 feet below grade 213 1 1 inch water sewer, Westminster Way, 104.5 18.1 98.6 Block 2, Lot 10, 1 foot below grade Remarks: All densities meet project specifications unless otherwise noted. Bud Cooper Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked b~ / SMH/mv Distribution: Ryland Homes- Fred Phillips Goodwin & Marshall - Matt Goodwin City of Coppell - Garreth Campbell City of Coppell - Larry Davis Legends Construction - Jimmy Henderson