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ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Sandy Lake 121
944 Sandy Lake Road
CoppelI, 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. 174
REPORT DATE: 11-01-05
REG PROJECT NO. 12130
TECHNICIAN: D. Gazley &
L. Rivera
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
Moisture, % Density, PCF
14.6 107.7
19.8 100.4
23.9 96.4
13.2 112.7
17.7 104.6
18.1 103.3
12.8 106.7
Brown sandy clay
Reddish brown sandy clay
Red clay
Reddish brown silty clay
Brown clay (lime-treated)
Reddish brown sandy clay (lime-treated)
Red sandy clay
Test
No.
451
452
453
454
455
456
457
458
Date Location
10-12-05
10-14-05
Retaining Wall: STA 9+50
Retaining Wall: STA 8+50
Paving: 160'N, 50'W(1)
Paving: 250'N, 50'W(1)
Paving: 345'N, 50'W(1)
Paving: 455'N, 50'W(1 )
Paving: 560'N, 50'W(1 )
Retaining Wall: STA 7+55
Depth Field
Below
Final S.G. Density
(feet) (pcf)
0.0 104.8
0.0 107.6
0.0 110.5
0.0 110.9
0.0 111.5
0.0 112.0
0.0 111.7
7.0 102.5
Field
Moisture
(%)
16.1 1 97.3
14.9 1 96.2
15.7 4 98.0
15.2 4 98.4
14.8 4 98.9
13.9 4 99.3
14.0 4 99.1
14.7 7 96.0
Proctor Compaction
ID Level (%)
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.W. 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
Bill Woolwine
Sr. Manager, CMT
BW/cn
2424 STUTZ DE. · SUIfE 400 · DALLAS, TX 75235 ,* ~EL [214] 350 5600 · tAX [214] 350 0019