W Sandy Lk Addn-LR050823 G[OTECHNICALAND
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Sandy Lake 121
944 Sandy Lake Road
Coppell, Texas
REPORTED TO: MC II Development Company, Ltd.
3811 Turtle Creek Blvd, Suite 730
Dallas, Texas 75219
ATTN: Mr. Richard Crow
CONTRACTOR: McFadden & Miller
REPORT NO. 112
REPORT DATE: 08-23-05
REG PROJECT NO. 12130
TECHNICIAN: M. Silva
PAGE: 1 of 1
Proctor ASTM
No. Standard Description
1 D-698
2 D-698
3 D-698
4 D-698
5 D-698
6 D-698
7 D-698
Optimum Maximum
Mo sture, % Density, PCF
Brown sandy clay 14.6 107.7
Reddish brown sandy clay 19.8 100.4
Red clay 23.9 96.4
Reddish brown silty clay 13.2 112.7
Brown clay (lime-treated) 17.7 104.6
Reddish brown sandy clay (lime-treated) 18.1 103.3
Red sand}/clay 12.8 106.7
Test
No. Date
Location
446 08-12-05 Sanitary Line: 125'S, 15'E(1)
447 Sanitary Line: 125'S, 15'E(1)
448 Sanitary Line: 125'S, 15'E(1)
449 Sanitary Line: 125'S, 15'E(1)
450 Sanitary Line: 125'S, 15'E(1)
Depth Field Field
Below
Final S.G. Density Moisture Proctor Compaction
(feet) (pcf) (%) ID Level (%)
4.0 104.1 15.4 1 96.6
3.0 103.3 15.3 1 95.9
2.0 103.6 15.8 1 96.1
1.0 102.7 16.2 1 95.3
0.0 102.5 16.6 1 95.1
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.E. building corner.
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
Keith E. Atkins
Manager, CMT
AE/rs
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