PA9901-LR130501 •
FUGRO CONSULTANTS, INC. ,
2880 Virgo Lane, Dallas, Texas 75229
Phone: 972 484-8301 Fax 972 620-7328
•
IN- LACE MOISTURE DENSITY TEST RESULTS
Client: Northstar Builders • Report Date: 5/1/2013
Project: Coppell Biodiversity Project No: 4013-2020
Tech: John Helm Date Performed; 4/24/2013
Test Test Location Depth El Wet Field Dry Proctor Percent
No. Lift ❑ Density Moisture Density No. Proctor
Densit
-
3 40'S,20'W of NE corner -2.5 13.0.0 15.9 112.2 8315 98.3
4 20'E, 30'N of SW corner -2.5 129.8 14.6 .113.3 8315 99.3
5 45' 5, 15'E of NW corner -2 124.9 14.9 108.7 8315 95.3
6 40'S, 5'W of NE corner -2 126.5 16.2 .109.8 8315 96.2
7 12'N, 8'E of SW corner -1.5 127..5 13.0 112.8 8315.
8 6'S, 12'W of NE comer -1.5 125.4 17.7** 106.5 8315
9 Retest of#8 -1.5 126.7 15.4 109.8 8315 96,2
10 40'N, 15'W of NW corner -1.5 126.1 14.2 110.4 8315 96.8
5 )� l
Z
fo
fii
4
Proctor No: Descrl■tion . Opt.Moisture Max. Densit
8316 Light Brown Clayey Sand 12.8 114.1
S•3ecs. Gauge No: 12 Test Methods: ASTM D 6938
Dens.(%) Min 95 Std. Density Count: 2393.2 ASTM D 698
Moist.(a/0 -2 to+4 Std. Moist Cbunt: 553.1
Trans. Death in. : 6
•
Remarks; *-indicates that the Dry Density does not comply with the specifications.
"-indicates that the Field Moisture does not comply with the specifications.
Copies: FUGRO CONSULTANTS,INC.
TBPE Firm Registration No.F-299
•
rDavi• A. Belcher,P.E.
The results shown on Oda report ars for the exclusive use of tllo silent for whom they were oistofned and apply only to tho samples Mated and/or Inapetted.They are not Intended to 0o
i Indicative mew quallsea of apparently ldentlatl products.The use of our name must reCelve pilaf wniten approval. Report°must to reproduced In theirs errfk,br-
£/Z d << 8Z£L-OZ9-U6 swefnsuo3 °J6nd O£:10 9O-50-£LOZ