Northlake WE P10C-LR 960909 GRo-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
FIELD DENSITY REPORT
CLIENT: Site Concrete REPORT DATE: September 9, 1996
PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO,: 0761-2105
DATE PERFORMED: September 5, 1996
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Mix of tan sandy clay and dark brown silty clay 117.0 13.3
with some gravel and black shaley clay
2 Tan clayey sand 124.0 11.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
46 1 Block F, lot 24, 3rd lift 113.7 13.2 97.2
47 1 Block F, lot 25, 3rd lift 116.4 14.6 99.5
48 I Block F, lot 26, 3rd lift 112.4 13.5 96.1
49 I Block F, lot 27, 3rd lift 114.3 13.2 97.7
50 I Block I, lot 23, 3rd lift 115.6 14.1 98.8
51 1 Block I, lot 25, 3rd lift 114.8 13.8 98.1
52 1 Block O, lot 17, 1st lift 115.1 14.3 98.4
53 1 Block D, lot 19, 1st lift 114.0 13.1 98.1
54 1 Block D, lot 21, 1st lift 112.6 14.8 96.2
55 2 Alley behind lot 33, block H, final 118.2 11.7 95.3
Remarks: All densities meet project specifications unless otherwise noted.
Jason Brimington
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC,
Checked by:''~' ~
SMH/so
Distribution: Site Concrete - Mike Boney
Northlake Woodlands Development - Steve Parsons