Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Asbury Manor-LR 971202
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 2, 1997 PROJECT: Asbury Manor, Coppell, Texas PROJECT NO.: 0771-2111 Page 1 DATE PERFORMED: November: 25~ 1997 MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture (%) 1 Reddish brown clayey sand 117.8 13.1 2 Light brown clayey sand 123.8 10.6 3 Yellowish brown clayey sand with gravel 113.3 14.5 4 Reddish brown clayey sand with gray clay and 106.0 17.0 limestone fragments TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 184 2 8 inch sanitary sewer, Line AZ, station 122.9 11.1 99.3 1+50, 10 feet below grade 185 2 8 inch sanitary sewer, Line AZ, station 120.9 10.4 97.7 1+60, 6 feet below grade 186 2 8 inch sanitary sewer, Line AZ, station 121.4 10.8 98.1 1+70, 3 feet below grade 187 1 8 inch sanitary sewer, Line AZ, station 112.1 17.1 95.2 3+50, 5 feet below grade 188 3 8 inch sanitary sewer, Line AZ, station 111.7 16.6 98.6 3+30, 5 feet below grade 189 1 4 inch sanitary sewer, Block 5, Lot 5, 4 114.4 16.5 97.1 feet below grade 190 3 4 inch sanitary sewer, Block 4, Lot 1, 2 110.5 17.5 97.5 feet below grade 191 1 4 inch sanitary sewer, Block 4, Lot 3, 1 114.4 15.9 97.1 foot below grade 192 3 8 inch sanitary sewer, Westminster Way, 110.6 16.4 97.6 Block 4, lot 4, 2 feet below grade 193 1 8 inch water line, Westminster Way, Block 116.2 14.8 98.6 4, Lot 5, 3 feet below grade 194 3 8 inch water line, Westminster Way, Block 111.1 16.5 98.1 3. Lot 1, 2 feet below grade 195 2 8 inch water line, Westminster Way, Block 121.7 11.6 98.3 3, Lot 4, 1 foot 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 2, 1997 PROJECT: Asbury Manor, Coppell, Texas PROJECT NO.: 0771-2111 Page 2 DATE PERFORMED: November' 25~ 1997 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 196 4 8 inch water line, Cromwell Court, Block 3, 100.7 18.8 95.0 Lot 5, 3 feet below grade 197 4 8 inch water line, Cromwell Court, Block 3, 101.9 19.0 96.1 Lot 8, 2 feet below grade 198 4 8 inch water line, Buckingham Court, 103.1 18.2 97.3 Block 4, lot 4, 1 foot below grade P,emarks: All densities meet project specifications unless otherwise noted. Burl Cooper Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: % ~t~ '~ SMH/mv Distribution: P, yland Homes - Fred Phillips Goodwin & Marshall - Matt Goodwin City of Coppell - Garreth Campbell City of Coppell - Larry Davis Legends Construction - Jimmy Henderson