Duke Lesley-LR061203
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrieh Lane, Suite 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Duke Construction, LP
Mr. Alex Bennett, PE
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.:
Project No.:
Date of Service:
Report Date:
272994
0612510
11/29/2006
12/03/2006
Project: Lesley Infrastructure
Coppell, Texas
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction
TEST FOR: Fill 6" To -3'
MATERIAL: Tan Sandy Clay w/Gravel
DA TE SAMPLED:
MATERIAL PREPARATION:
RAMMER TYPE:
SAMPLED BY:
SAMPLE LOCATION:
11/29/0206
Moist
Mechanical
Jack Roberts
600' N of 635 Service Rd, 200' W of
Belt Line
CLASSIFICATION: Fill 6" To -3'
TEST METHOD: ASTM D-698 ASTM D-4318
Method B
REPORT OF TEST
MAXIMUM DRY DENSITY, pef: 120.5
OPTIMUM MOISTURE CONTENT, %: 11.5
MOISTURE DENSITY RELATIONS
LIQUID LIMIT: 43
PLASTIC LIMIT: 18
'LASTICITY INDEX: 25
121
1I9
Dry
Density
(pef)
1I7
lIS
113
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i \
1 \
. \
, '\
. .
.
. 1\
. .
.
7
9
11
13
15
17
19
MOISTURE CONTENT (%)
Technician: Jack Roberts
Report Distribution:
(1) Duke Construction, LP
(1) EXTRANEI
K. Scott Watson, AET
Project Manager
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.
Page 1 of 1
6
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Duke Construction, LP
Mr. Alex Bennett, PE
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.:
Project No.:
Date of Service:
Report Date:
272999
0612510
11/29/2006
12/03/2006
Project: Lesley Infrastructure
Coppell, Texas
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction
TEST FOR: Fill
MATERIAL: Light Brown Silty Clay
DATE SAMPLED:
MATERIAL PREPARATION:
RAMMER TYPE:
SAMPLED BY:
SAMPLE LOCATION:
11/29/2006
Moist
Mechanical
Jack Roberts
1000' N of 635 Service Rd, 600' W of
Belt Line
CLASSIFICATION: Fill
TEST METHOD: ASTM D-698
Method B
ASTM D-4318
REPORT OF TEST
MAXIMUM DRY DENSITY, pef: 96.5
OPTIMUM MOISTURE CONTENT, %: 23.0
MOISTURE DENSITY RELATIONS
LIQUID LIMIT: 55
PLASTIC LIMIT: 35
'LASTICITY INDEX: 20
99
\ Zero ai~~ ids c lVe
Sne< fie avir 2.65
"
\
~
,
". I'...
r ~~ "
"
/ , \
I \ "
\.
/ \ '\
/ , r\
101
Dry
Density
(pcf)
97
95
93
18
20
22
24
26
28
30
MOISTURE CONTENT (%)
Technician: Jack Roberts
Report Distribution:
(1) Duke Construction, LP
(I)EXTRANET
K. Scott Watson, AET
Project Manager
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.
Page 1 of 1
Rone Engi.neering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Duke Construction, LP
Mr. Alex Bennett, PE
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.:
Project No.:
Date of Service:
Report Date:
272998
0612510
11/29/2006
12/03/2006
Project: Lesley Infrastructure
Coppell, Texas
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction
TEST FOR: Fill 0' To 6'
MATERIAL: Brown Silty Clay w/Organics
DATE SAMPLED:
MATERIAL PREPARATION:
RAMMER TYPE:
SAMPLED BY:
SAMPLE LOCATION:
11/29/2006
Moist
Mechanical
Jack Roberts
1000' N of 635 Service Rd, 600' Wof
Belt Line
CLASSIFICATION: Fill 0' To 6'
TEST METHOD: ASTM D-698
Method B
ASTM D-43l8
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 96.5
OPTIMUM MOISTURE COl\'TENT, %: 22.5
MOISTURE DENSITY RELATIONS
98
\ Zerc air ~ ids c rve
Sne( 'fie avi~ 2.68
1- r\
./ ""'"
/ ~ ,
"-
)" \ '\
7 \ ,
j \ \
7 \ "\
I
\
I '\
I \
I \
LIQUID LIMIT: 58
PLASTIC LIMIT: 29
'LASTICITY INDEX: 29
96
Dry
Density
(pef)
94
92
90
17
19
21
23
25
27
29
MOISTURE CONTENT (%)
Technician: Jack Roberts
Report Distribution:
(1) Duke Construction, LP
(1) EXTRANEI
K. Scott Watson, AET
Project Manager
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,
Page 1 of 1
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrieh Lane, Suite 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Duke Construction, LP
Mr. Alex Bennett, PE
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.:
Project No.:
Date of Service:
Report Date:
272997
0612510
11/29/2006
12/03/2006
Project: Lesley Infrastructure
Coppell, Texas
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction
TEST FOR: Fill
MATERIAL: Tan & Gray Shaley Clay
DA TE SAMPLED:
MATERIAL PREPARATION:
RAMMER TYPE:
SAMPLED BY:
SAMPLE LOCATION:
11/29/2006
Moist
Mechanical
Jack Roberts
600' N of 63 5 Service Rd, 200' W of
Belt Line
CLASSIFICATION: Fill
TEST METHOD: ASTM 0-698
Method A
ASTM 0-4318
REPORT OF TEST
MAXIMUM DRY DENSITY, pef: 97.5
OPTIMUM MOISTURE CONTENT, %: 24.0
MOISTURE DENSITY RELATIONS
LIQUID LIMIT: 70
PLASTIC LIMIT: 3 1
'LASTICITY INDEX: 39
98
\ Zero airv ids c rYe
Spee fie C avi~ 2.65
"
,. ..... \
/ "' "
~
J "I ~
: 1/ \ \
/ \ '",
I \ \
J
I r\ "-
II \ 1\
100
Dry
Density
(pel)
96
94
92
19
21
23
25
27
29
31
MOISTURE CONTENT (%)
Technician: Jack Roberts
Report Distribution:
(l) Duke Construction, LP
(l)EXTRANET
K. Scott Watson, AET
Project Manager
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 ofthe clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
Page 1 of 1
16
~one Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Duke Construction, LP
Mr. Alex Bennett, PE
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.:
Project No.:
Date of Service:
Report Date:
272996
0612510
11/29/2006
12/03/2006
Project: Lesley Infrastructure
Coppell, Texas
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction
TEST FOR: Fill
MATERIAL: Reddish Brown Tan Shaley Clay
DATE SAMPLED:
MATERIAL PREPARATION:
RAMMER TYPE:
SAMPLED BY:
SAMPLE LOCATION:
11/29/2006
Moist
Mechanical
Jack Roberts
600' N of 635 Service Rd, 200' W of
Belt Line
CLASSIFICATION: Fill
TEST METHOD: ASTM D-698
Method A
ASTM D-4318
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 97.5
OPTIMUM MOISTURE CONTENT, %: 22.5
MOISTURE DENSITY RELATIONS
LIQUID LIMIT: 66
PLASTIC LIMIT: 30
'LASTICITY INDEX: 36
100
98
Dry
Density
(pcf)
96
94
92
, Zero air v ids c ~rve
\. Spec fie G avit1 2.65
\
- r\
~ .....
/ .... r\. \
, , \
) "-
1/ \ \
\ ,
I "
/ \ "\
I , '\
I \
17
19
21
23
25
27
29
MOISTURE CONTENT (%)
Technician: Jack Roberts
Report Distribution:
(I) Duke Construction, LP
(I) EXTRANET
K. Scott Watson, AET
Project Manager
LIMTr A 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 ofthe clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
Page 1 of 1
'6
.l.one Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrieh Lane, Suite 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Duke Construction, LP
Mr. Alex Bennett, PE
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.:
Project No.:
Date of Service:
Report Date:
272995
0612510
11/29/2006
12/03/2006
Project: Lesley Infrastructure
Coppell, Texas
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CLASSIFICATION: Fill-6" To -3'
TEST METHOD: ASTM D-698
Method A
ASTM D-4318
DATE SAMPLED: 11/29/2006
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: Jack Roberts
SAMPLE LOCATION: 600' N of 635 Service Rd, 200' W of
Belt Line
CONTRACTOR: Duke Construction
TEST FOR: Fill-6" To -3'
MATERIAL: Brown Silty Clay w/Organics
REPORT OF TEST
MAXIMUM DRY DENSITY, pef: 96.0
OPTIMUM MOISTURE CONTENT, %: 23.5
MOISTURE DENSITY RELATIONS
100
" Zero air v ids c rve
1\ Spec fic C avit1 2.65
\
\
"
/ -...... '- \
'/ " \
\.
I ! \ "'
I \..
I \ \
/ \ ,
I ~ '\.
LIQUID LIMIT: 61
PLASTIC LIMIT: 27
'LASTICITY INDEX: 34
98
Dry
Density
(pet)
96
94
92
18
20
22
24
26
28
30
MOISTURE CONTENT (%)
Technician: Jack Roberts
Report Distribution:
(I) Duke Construction, LP
(I)EXTRANET
K. Scott Watson, AET
Project Manager
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.
Page 1 of 1
6