Northlake WE P10C-LR 960910FUGRO-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 10, 1996
PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO.: 0761-2105
. DATE PERFORMED: September4, 1996 ' -- -' ' :':'-'
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (Ix:f) Optimum Moisture (%)
1 Mix of tan sandy clay and dark brown silty clay 117.0 13.3
with some gravel and black shaley clay
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
37 1 Block F, lot 21, 2nd lift 112.6 12.1 96.2
38 I Block F, lot 23, 2nd lift 113.0 11.8 96.6
39 I Block F, lot 25, 2nd lift 112.4 11.3 96.1
40 1 Block F, lot 27, 2nd lift 112.8 11.4 96.4
41 I Block H, lot 17, 1st lift 113.1 11.8 96.7
42 1 Block H, lot 19, 1st lift 112.5 12.6 96.2
43 1 Block I, lot 26, 2nd lift 112.7 12.2 96.3
44 1 Block I, lot 24, 2nd lift 113.4 11.9 96.9
45 1 Block I, lot 22, 2nd lift 113.9 11.3 97.4
Remarks: All densities meet project specifications unless otherwise noted.
Neil Rana
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: ?'--~ ~'~ ¥-~
SMH/br
Distribution: Site Concrete - Mike Boney
Northlake Woodlands Development - Steve Parsons