Freeport NIP(8.1)-LR051222Rone Engineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd Ste 360
Dallas TX 75254
Project:
Services:
Freeport XIV XV
800 700 W Bethel Road
Coppell, Texas
Perform In -Place Density Test in accordance with AS IM Standards
CONTRACTOR: Duke Construction, L.P
Test Methods: ASTM D -2972
ASTM D -3017
MID No Description
1 Dark Brown Sandy Silty Clay
2 Dark Brown Silty Clay
T EST
NO
TEST LOCAIION
Utilities
1 Plumbing line, grid lines A.7/2, 2' below
grade
Utilities
2 Plumbing line, grid lines A 7/2, final
Utilities
3 Plumbing line, grid lines A.7/4, 2' below
grade
Utilities
4 Plumbing line, grid lines A 7/4, final
Utilities
5 Plumbing line, grid lines A..7/6, 2' below
grade
IN-PLACE DENSITY TESTING
PROJECT DATA
Gauge: Troxler 3411 -B
Gauge Serial No: 4645
F est Mode: DT
FIELD DENSI TYTE TS
Report No.:
Project No.:
Date of Service:
Report Date:
Standard Counts
Moisture Density
Current: 568
Previous: 579
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Moisture Density pcf Moisture Density
18.5 105 0 Optimum
2L5 101 0 Optimum
PROBE Mf1) MOISTURE WET DENSITY DRY DENSITY DENSIIY
DEPTH No (pct) (pcf) max)
6" 2 23 3 121 1 98.2 97
6" 2 24 6 123 1
6" 2 248 1216
6" 2 237 121
6" 2 251 1210
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 w Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
247444
0510795
12/16/2005
12/22/2005
Current: 1710
Previous: 1811
98 8
97 4
98.5
96 7
95 min
95 min
98
96
98
96
LIMITATIONS: 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 maser 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 rrnrnAnrM except in full without the written approval of R,one Engineering Services, Ltd
07TM
Report No.: 247444
Project No. 0510795
TEST
NO
Utilities
6 Plumbing line,
Utilities
7 Plumbing line,
grade
Utilities
8 Plumbing line,
TEST LOCATION
Technician: Jason Bartholomew
Report Distribution
(1) Duke Construction LP
(1) Extranet
Client: Duke Construction LP
PROBE M/D MOISTURE W'ETDENSIIY DRY DENSITY DENSITY
DEPTH No. (pc!) (pct) max)
6" 2 24.5 121 6
grid lines A.7/6, final
grid lines A 7/8, 2' below
grid lines A.7/8, final 6" 2 22.7
Test results on this report meet project specification.
6" 2 23.3 120 2
Started 1 OOpm Finished: 1.30pm
121 8
K Scott Watson, AEI
CMT Operations Manager
..o ._..yn Ice. u,y
97 7 97
97.5 97
99,3 98
LTh4ITAIIONS: 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, Ltd
17TM Page 2 of 2