Northlake WE P10C-LR 970118~ '-~e~-~O
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Site Concrete REPORT DATE: January 18, 1997
PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO.: 0761-2105
l' ' ::!!.-:::.: ..i~. "~'i.':'.i:.-i-- :: '!'.. :..:--.:- ::.DATE. PERFORMED: january 16; 1997 ': :' '.: ..:' ' :. : :. 't
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (Ix=f) Optimum Moisture (%)
1 Light brown and tan silty clay (lime treated) 116.0 15.2
2 Dark gray clay (lime treated) 107.0 19.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
84 1 Blue Jay Lane station 19+00, final 112.3 17.8 96.8
85 I Blue Jay Lane, station 21 +00, final 111.8 17.4 96.4
86 1 Mallard Drive, station 18+35, final 114.7 16.4 98.9
87 I Mallard Drive, station 21+50, final 113.8 16.9 98.1
88 I Mallard Ddve, station 24+60, final 112.0 17.6 96.6
89 2 Sea Hawk Court, station 2+00, final 105.6 19.9 98.7
90 2 Alley G, station 2+90, final 103.9 19.5 97.1
91 2 Hummingbird Drive, station 5+95, final 106.1 20.5 99.2
92 2 Willet Drive, station 5+45, final 104.2 19.6 97.4
93 2 Willet Drive, station 9+60, final 106.6 19.2 99.6
94 2 Alley G, station 6+20, final 103.1 20.8 96.4
95 2 Alley G, station 9+10, final 102.6 21.1 95.9
Remarks: All densities meet project specifications unless otherwise noted.
Jason Brimington
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: - -----
SMH/br
Distribution: Site Concrete - Mike Boney
Site Concrete - Jean Boney
Northlake Woodlands Development - Steve Parsons