W Sandy Lk Addn-LR050608 REPORT OF FIELD DENSITY TESTS
Sandy Lake 121
944 Sandy Lake Road
Coppell, Texas
REPORTED TO: MC II Development Company, Ltd.
3811 Turtle Creek BIvd, Suite 730
Dallas, Texas 75219
ATTN: Mr. Richard Crow
REPORT NO. 21
REPORT DATE: 06-08-05
REG PROJECT NO. 12130
TECHNICIAN: M. Silva
PAGE: 1 of 1
CONTRACTOR: McFadden & Miller
Proctor ASTM Optimum Maximum
No. Standard Description Mo sture, % Density, PCF
1 D-698 Brown sandy clay 14.6 107.7
2 D-698 Reddish brown sandy clay 19.8 100.4
3 D-698 Red clay 23.9 96.4
4 D-698 Reddish brown silty clay 13.2 112.7
Test
No. Date
Location
Compaction
Level (%)
Depth
' Field Field
Below I
Final S.G. Density Moisture Proctor
(feet) (pcf) (%) D
1.0 97.3 20.6
0.0 95.5 21.5
1.0 95.8 22.3
0.0 109.6 14.1
1.0 104.1 16.0
0.0 102.7 17.0
1.0 103.3 16.7
0.0 102.7 17.2
1.0 107.7 15.4
0.0 108.3 14.7
1.0 107.2 15.8
0.0 96.7 21.3
1.0 103.8 16.4
0.0 103.1 16.0
1.0 104.0 15.5
0.0 96.3 21.8
145 05-19-05 Water Line: STA 13+00 2 96.9
146 Water Line: STA 13+00 2 95.1
147 Water Line: STA 11+50 2 95.4
148 Water Line: STA 11 +50 4 97.2
149 Water Line: STA 10+00 1 96.6
150 Water Line: STA 10+00 1 95.3
151 Water Line: STA 8+50 1 95.9
152 Water Line: STA 8+50 1 95.1
153 Water Line: STA 7+00 4 95.5
154 Water Line: STA 7+00 4 96.0
155 Water Line: STA 5+50 4 95.1
156 Water Line: STA 5+50 2 96.3
157 Water Line: STA 4+00 1 96.3
158 Water Line: STA 4+00 1 95.7
159 Water Line: STA 2+50 1 96.5
160 Water Line: STA 2+50 2 95.9
Comments: Where tested, materials were in compliance with project specifications.
Mail
Distribution: (1) MC II Development Company, Ltd/
Mr. Richard Crow
(1) Halff Associates/Mr. Dave Littleton
(1) Azimuth Architecture/Mr. John Taylor
(1) McFadden & Miller/Mr. Jon Jacobson
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Ke[th E. ^tkins
Manager, CMT
BW/mg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · F^X [214] 3500019