Chateaus-LR080826
Rone Eni==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client: CTM-Coppell, LLC c/o Lenart Development Co., LLC
4601 Old Shep~~e
PIa.~I~;t~
Report of In-Place Density Testing
Report No.: 330931
Project No.: 0814523
Date of Service: 08/22/2008
Report Date: 08/26/2008
q,ntractor:
T~st Method: ASTM D-6938
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 33305
Test Mode: DT
Standard Counts
Moisture Density
Current: 547 Current: 2537
Previous: 550 Previous: 2509
MOISTURE DENSITY RELATIONS
MID No.
325190
325191
Description
Dark Brown I Sandy Silty Clay wI Trace LSF
Brown / Clayey Silty Sand
Test
No Test Location
Utility Trench Backfill
Sewer line A, Station 9+50, 6' below grade
Utility Trench Backfill
2 Sewer line A, Station 9+50, 4' below grade
Utility Trench Backfill
3 Sewer line A, Station 9+50, 2' below grade
Utility Trench Backfill
4 Sewer line A, Station 13+00, 5' below grade
Utility Trench Backfill
5 Sewer line A, Station 13+00, 3' below grade
Utility Trench Backfill
6 Sewer line A, Station 13+00, l' below grade
Utility Trench Backfill
7 Sewer line B, Station 2+25, 6' below grade
Utility Trench Backfill
8 Sewer line S, Station 2+25, 4' below gr
Utility Trench Backfill
9 Sewer line S, Station 2+25, 2' b
Moisture
%
Maximum
Density
(pet)
109.5
116.7
Project Requirements
Moisture Density
Optimum +4 95 min
Optimum +4 95 min
16.4
13.0
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density Density
Depth No. % (pet) (pet) (% ;XI
,f
6" 325191 17.0 131.6 112.5 ,'196
I
I.
6" 325191 16.3 131.8 113.3 i! 97
Ii
/!
6" 325191 15.9 129.9 112.1 fI 96
q
Ii
6" 325190 18.9 125.6 105.6 tj 96
;j
I
I!
j:
6" 325190 19.6 124.6 104.2 II 95
\\
6" 325190 20.1 124.8 103.9 II 95
'\
6" 325190 19.3 126.0 105.6 \~ 96
6" 18.8 124.0 104.4 \'
\
6" T~ 18.8 124.6 104.9 . 96
1 ~ z~ e
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 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.
(GO/eL) Page 1 of 3
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
CTM-Coppell. LLC clo Lenart Development Co., LLC
4601 Old Shepard Place
Piano, TX 75093
Report of In-Place Density Testing
Report No.: 330931
Project No.: 0814523
Date of Service: 08/22/2008
Report Date: 08/26/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. 0,4 (pet) (pet) (% max)
Utility Trench Backfill
10 Sewer line B, Station 5+50, 4' below grade 6" 325190 19.9 126.4 105.4 96
Utility Trench Backfill
11 Sewer line B, Station 5+50, 8' below grade 6" 325190 18.3 125.5 106.1 97
Utility Trench Backfill
12 Sewer line C, Station 3+00, 4' below grade 6" 325190 19.6 126.3 105.6 96
Utility Trench Backfill
13 Sewer line C, Station 3+00, 2' below grade 6" 325190 20.1 125.1 104.2 95
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 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.
(GO/eL) Page 2 of 3