W Sandy Lk Addn-LR050607 REPORT OF FIELD DENSITY TESTS
Sandy Lake 121
944 Sandy Lake Road
Coppell, Texas
REPORTED TO: MC II Development Company, Ltd.
3811 Turtle Creek Bird, Suite 730
Dallas, Texas 75219
ATTN: Mr. Richard Crow
CONTRACTOR: McFadden & Miller
REPORT NO. 16
REPORT DATE: 06-07-05
REG PROJECT NO. 12130
TECHNICIAN: B. Steadman
PAGE: 1 of 1
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
TNeoS! Date
Location
Compaction
Level (%)
Depth Field
Below Field
Final S. G. Density Moisture Proctor
(feet) (pcf) (%) D
0.0 110.7 16.9
0.0 108.5 18.2
0,0 108,7 14.3
0.0 104,1 15.9
0,0 104.8 15.6
0.0 107,6 15.6
1.0 98.9 20,8
0.0 92.3 25,0
1.0 104.6 16,4
0.0 103.3 17.5
1,0 108.6 14.9
0.0 109.4 14.5
1.0 107.5 15.6
0.0 108.0 15.0
131 05-10-05 Storm Line D: STA 0+60(1) 4 98.2
132 Storm Line D: STA 2+00(1) 4 96.3
133 Storm Line D: STA 4+30(1) 4 96.4
134 Storm Line D: STA 6+00(1 ) 1 96.7
135 Storm Line D: STA 8+70(1 ) 1 97.4
136 Storm Line D: STA 10+00(1) 4 95.5
137 05-17-05 Water Line: STA 19+50(1) 2 98.5
138 Water Line: STA 19+50(1) 3 95.7
139 Water Line: STA 18+00(1 ) 1 97.1
140 Water Line: STA 18+0(1) 1 95.9
141 Water Line: STA 16+50(1) 4 96.3
142 Water Line: STA 16+50(1 ) 4 97.0
143 Water Line: STA 15+00(1 ) 4 95.3
144 Water Line: STA 15+00(1 ) 4 95.8
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Stations referenced from parallel sanitary.
Mail
Distribution: (1) MC II Development Company, Ltd/
Mr. Richard Crow
(1) Halff Associates/Mr. Dave Litfleton
(1) Azimuth Architecture/Mr. John Taylor
(1) McFadden & Miller/Mr. Jon Jacobson
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
AE/mg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · rE~ [214] 350 5600" F^X [214] 350 0019