Freeport NIP(8.1)-LR060105;-:"?.one Engineering
R
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd_, Ste 360
Dallas TX 75254
Project:
Services:
TEST
NO
Freeport XIV XV
800 700 W Bethel Road
Coppell, Texas
Perform In -Place Density rest in accordance with ASTM Standards
CONTRACTOR: Duke Construction, L.P
Test Methods: ASTM D -2922
ASTM D -3017
NUD No Description
1 Dark Brown Sandy Silty Clay
2 Dark Brown Silty Clay
3 Lime Treated Dark. Brown Clay
TEST LOCATION
Utility
1 Building 14, plumbing line, 50' east of west
end, 2nd lift
Utility
2 Building 14, plumbing line, 100' east of
west end, final
Utility
3 North water line, 50' east of west end, 3'
below grade
Utility
PROJECT DATA
Gauge: Troxler 34 11-B
Gauge Serial No: 4645
Test Mode: DT
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Moisture Density pcf Moisture Density
18.5
21.5
29.5
FIELD DENSITYJESTS
PROBE M/D
DEPTH No,
6
6" 3
6" 1
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, IX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
105.0
101 0
91.5
Report No
Project No.:
Date of Service:
Report Date:
248148
0510795
12/30 /2005
01/05/2006
Standard Counts
Moisture Density
Current: 572
Previous: 564
190
30 0
19.5
Optimum +4
Optimum +4
Optimum +4
121.9
114.3
123 1
Current: 17I0
Previous: 1664
MOISTURE WET DENSITY DRY DENSITY DENSITY
(pct) (pct) max)
102.4
879
103 0
95 min
95 min
95 min
98
96
98
LIMI- AT70NS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation in quality
(composition, appearance, etc or any other feature of similar subject matter provided by persons or conditions over which we have no control Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, L•td
07T TI Page 1 of 2
Report No. 248148
ProjectNn.• 0510795
TEST
NO
TEST LOCATION
Client: Duke Construction LP
4 North water line, 150' east of west end, 3'
below grade
Technician. Jason Bartholomew started: 12:OOp
Report Distribution:
(I) Duke Construction LP
(1) Extranet
PROBE M/D
DEPTH No
6" 1 20.2
Test results on this report meet project specification,
Finished: 1 45pm
MOISTURE WET DENSITY DRY DENSITY
(Pet) (pc0
122.7 102.1
K. Scott Watson,.AET
CMT Operations Manager
DENSITY
max)
97
LIIvnrA noNs. The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation in quality
(composition, appearance, etc or any other feature of similar subject matter provided by persons or conditions over which we have no control Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced
d of 2 except in full without the written approval of Rone Engineering Services, Ltd
)7TM