Northlake WE P10C-LR 970111FUGRO-McCLELLAND (SOUTHWEST), INC. I -
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Site Concrete REPORT DATE: Januapj 11, 1997
PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO.: 0761-2105
i:~-:.:' :i':: i::...-~.-"i:i:: 'i.:.-.:'~':.'.i~:.:::.'::-:. i.:~:i..~-::-:?:-:.'i'::~:.: 'DATE PERFORMED: January4,-1997 :i .:. :il--::i .:i'.' :- ': :~:'
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Brown silty clayey sand with small rocks (cement 123.0 11.6
treated)
2 Dark gray sandy clay with small rocks (cement 118.2 12.0
treated)
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
80 1 Paving subgrade, Hummingbird Drive, 119.3 11.7 97.0
station 1+40, final
81 1 Paving subgrade, Hummingbird Drive, 118.0 12.1 95.9
final
82 2 Paving subgrade, Blue Jay Lane, station 116.4 12.7 98.5
13+00, final
83 2 Paving subgrade, Blue Jay Lane, station 115.7 12.4 97.9
16+00, final
Remarks: All densities meet project specifications unless othe~vise noted.
Jason Brimington
Fugro-McCleiland Technician
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: ~ / ~
SMH/so
Distribution: Site Concrete - Mike Boney
Site Concrete - Jean Boney
Northlake Woodlands Development - Steve Parsons