Loading...
Vistas of C P2-LR 961218FUGRO-McCLELLAND (SOUTHWEST), INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 FIELD DENSITY REPORT CLIENT: Centex Homes REPORT DATE: December 18, 1996 PROJECT: Vistas of Coppell 2A, Coppell, Texas PROJECT NO,: 0761-2148 Page 1 MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (Ix=f) Optimum Moisture (%) 1 Medium brown silty clay with organics 102.4 20.5 2 Brown and light gray sandy clay with gravel 114.8 15.6 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 10 1 8-inch sanitary sewer line S.1, station 97.5 25.4 95.2 7+50, 3 feet below grade 11 2 8-inch sanitary sewer line S.1, station 110.0 15.8 95.8 7+40, 1 foot below grade 12 1 8-inch sanitary sewer line S.1, station 98.0 25.2 95.7 10+50, 3 feet below grade 13 2 8-inch sanitary sewer line S.1, station 109.7 15.6 95.5 10+40, 1 foot below grade 14 1 8-inch sanitary sewer line S.1, station 99.0 24.8 96.6 2+50, 14 feet below grade 15 1 8-inch sanitary sewer line S.1, station 98.8 25.2 96.4 2+40, 11 feet below grade 16 1 8-inch sanitary sewer line S.1, station 98.0 25.0 95.7 2+30, 8 feet below grade 17 2 8-inch sanitary sewer line S.1, station 110.8 15.7 96.5 2+20, 5 feet below grade 18 2 8-inch sanitary sewer line S.1, station 110.4 15.9 96.1 2+10, 2 feet below grade 19 I 4-inch sanitary sewer service for lot 18, 1 97.5 25.5 95.2 foot below grade 20 1 4-inch sanitary sewer service for lot 4, 1 97.7 25.4 95.4 ffot below grade FUGRO-McCLELLAND (SOUTHWEST), INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 FIELD DENSITY REPORT CLIENT: Centex Homes REPORT DATE: December 18, 1996 PROJECT: Vistas of Coppell ZA, Coppell, Texas PROJECT NO.: 0761-2148 Page 2 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 21 1 4-inch sanitary sewer service for future lot 98.9 25.0 96.5 26, 14 feet below grade 22 1 4-inch sanitary sewer service for future lot 98.7 24.6 96.3 26, 11 feet below grade 23 1 4-inch sanitary sewer service for future lot 101.0 23.4 98.6 26, 8 feet below grade Remarks: All densities meet project specifications unless otherwise noted. David Peters Fugro~McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: ~ SMH/br Distribution: Centex Homes - Derek Eade C. W. Young - Kenny Hafner City of Coppell - Garreth Campbell FUGRO-McCLELLAND (SOUTHWEST), INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-6301; Fax (214) 620-7328 FIELD DENSITY REPORT CLIENT: Centex Homes REPORT DATE: December 18, 1996 PROJECT: Vistas of Coppell ZA, Coppell, Texas PROJECT NO.: 0761-2148 Page 1 MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture (%) 1 Medium brown silty clay with organics 102.4 20.5 2 Brown and light gray sandy clay with gravel 114.8 15.6 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 24 1 1-inch water service, block E, lot 40, 3 98.8 23.9 96.4 feet below grade 25 1 1-inch water service, block E, lot 40, I 98.3 24.4 95.9 foot below grade 26 1 1-inch water service, block E, lot 42, 3 98.0 24.1 95.7 feet below grade 27 2 1-inch water service, block E, lot 42, 1 113.3 15.6 98.6 foot below grade 28 I 1-inch water service, block E, lot 44, 3 99.2 23.7 96.8 feet below grade 29 2 1-inch water service, block E, lot 44, 1 112.7 16.0 98.1 foot below grade 30 2 1-inch water service, block E, lot 46, 3 113.0 15.8 98.4 feet below grade 31 2 1-inch water service, block E, lot 46, 1 113.4 15.6 98.7 foot below grade 32 1 8-inch sanitary sewer line S-1, station 98.5 23.9 96. 5+65, 11 feet below grade 33 1 8-inch sanitary sewer line S-1, station 98.2 24.2 95.8 5+70, 8 feet below grade 34 I 8-inch sanitary sewer line S-1, station 97.8 25.0 95.5 5+75, 5 feet below grade FUGRO-McCLELLAND (SOUTHWEST), INC. / 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 FIELD DENSITY REPORT CLIENT: Centex Homes REPORT DATE: December 18, 1996 PROJECT: Vistas of Coppell 2A, Coppell, Texas PROJECT NO.: 0761-2148 Page 2 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 35 1 8-inch sanitary sewer line S-1, station 97.6 25.1 95.3 5+80, 2 feet below grade Remarks: All densities meet project specifications unless othe~vise noted. David Peters Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: ~ ~ - SMH/br Distribution: Centex Homes - Derek Earle C. W. Young - Kenny Hafner) City of Coppell - Garreth Campbell