Mansions Phase 1-LR 971230 Rone Engineers, Inc. 234 Goodnight Lane Tel. (972)241-45, ~ RoneEn l
Dallas.,'FoC. Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
GENERAL REPORT
Project Mansion By The Lake
Number 3137-D7429-009 ISample Date 12/15/97 IReport Date 12/30/97
To Western Rim Services
Report of MOISTURE-DENSITY RELATIONSHIP TEST
Identification
Method of Test ASTM D 698-91 Procedure B, Standard
Results
A Moisture DensiW Relationship test was performed on material sampled for the above
referenced project. The Moisture Density Relationship and Atterberg Limits results are attached.
Attachment: Moisture Density Curves
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr, Lee Stone; City of Coppell
(1) Mr, Tony Martin; Newport Classic
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, performance, 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. ~
c:\wpwin\reports\D7429-oog-97\ST December 30, 1997
MOISTURE-DENSI RELATIONSHIP TEST
120 BBB mBI
11,5 ZAV for
Sp .O.=
2.75
I
110 I I
i
105
6 8 10 12 14 16
Woter content, %
Test specificotion: ASTM D 698-91 Procedure B, Standord
Elev/ Clossificotion Nat. Sp.C. LL PZ % > % <
Depth USCS AASHTO Moist. 5/8 in No.200
26
TEST RESULTS MATERZAL DESCRZPTZON
Moximum dry density = 119.4 pcf dk br so cl w/rock
Optimum moisture = 12.5 %
Project No.: 7429-09 Remorks:
Project: Monsion By The Ioke
Locotion: NE side of Project, Sonitory Sewer
dk br so cl w/rock
Dote: 12-18-1997
MOZSTURE-DENSZTY RELATZONSHZP TEST
Rone Engineers Fig. No.
RoneEngineers
Rone Engineers, Inc. 234 Goodnight Lane Tel. (972) 241-4b., RoneEnc Jneers
Dallas/Fo~ Worth Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
GENERAL REPORT
Project Mansion By The Lake
Number 3137-D7429-010 ISample Date 12/15/97 IReport Date 12/30/97
To Western Rim Services
Report of MOISTURE-DENSITY RELATIONSHIP TEST
Identification
Method of Test ASTM D 698-91 Procedure B, Standard
Results
A Moisture Density Relationship test was performed on material sampled for the above
referenced project. The Moisture Density Relationship and Atterberg Limits results are attached.
Attachment: Moisture Density Curves
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
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, performance, 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.
c:\wpwin\reports\D7429-OlO-97\ST December 30, 1997
MOISTURE-DENSI RELATIONSHIP TEST
114 I
112
!
~ 110
>, 108
106
10 12 14 16 18 20 22
Water content, %
Test specification: ASTM D 698-91 Procedure B, Standard
Elev/ Classification Nat. % > % <
Sp.O. LL PI
Depth USCS AASHTO Moist. 3/8 in No.200
28 14
TEST RESULTS MATERIAL DESCRIPT%ON
Maximum dry density = 113.0 pcf br cl so w/rock
Optimum moisture = 15.8 %
Project No.: 7429-10 Remarks:
Project: Mansion By The Lake
Location: NE Corner of Project (wotermofn)
br cl so w/rock
Dote: 12-18-1997
MOISTURE-DENSITY RELATIONSHIP TEST
Rone Engineers rig. No.
RoneEngineers
Rone Engineers, Inc. .234 Goodnight Lane Tel. (972) 241-45, ! RoneEnaineers
Dal as/Fort Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
GENERAL REPORT
Project Mansion By The Lake
Number 3137-D7429-011 ISample Date 12/15/97 IReport Date 12/30/97
To Western Rim Services
Report of MOISTURE-DENSITY RELATIONSHIP TEST
Identification
Method of Test ASTM D 698-91 Procedure B, Standard
Results
A Moisture Density Relationship test was performed on material sampled for the above
referenced project. The Moisture Density Relationship and Atterberg Limits results are attached.
Attachment: Moisture Density Curves
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
{1) Mr. Larn/Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
{1) Mr. Tony Martin; Newport Classic
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, performance, 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.
c:\wpwin\reports\D7429-011-97\ST December 30, 1997
MOISTURE-DENSITY RELATIONSHIP TEST
112
llllllllllll
110 ..... '
108
~' ~ ZAV for
106
2.72
I
104
10 12 14 16 18 20 22
Water content. %
Test specification: ASTM D 698-91 Procedure B. Standard
Elev/ Classification Nat. Sp.O. LL PI ~ > ~ <
Depth USCS AASHTO Moist. 3/8 in No.200
37 22
TEST RESULTS MATERI_AL DESCRZPTZON
Maximum dry density = 111.8 pcf dk
Optimum moisture = 15.4 %
Project No.: 7~29-11 Remarks:
Project: Monslon By The Lake
Location: SE Corner of Project(water main)
dk & It br cl mix
Date: 12-18-1997
,OISTURE-DENSZTY RELATIONSHIP TEST
Rone Eng i neers Fig. No.
Ro~Engi~ers
Rone Engineers, Inc. .234 Goodnight Lane Tel. (972)241-45, i RoneEn.~~
Dallas/Foal Worth Dallas, Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
GENERAL REPORT
Project Mansion By The Lake
Number 3137-D7429-012 ISample Date 12/1 5/97 IReport Date 12/30/97
To Western Rim Services
Report of MOISTURE-DENSITY RELATIONSHIP TEST
Identification
Method of Test ASTM D 698-91 Procedure B, Standard
Results
A Moisture Density Relationship test was performed on material sampled for the above
referenced project. The Moisture Density Relationship and Atterberg Limits results are attached.
Attachment: Moisture Density Curves
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
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, performance, 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. ~
c:\wpwin\reports\D7429-012-97\ST December 30, 1997
MOISTURE-DENSI RELATIONSHIP TEST
/
104
102
100
ZAV for
2.72
98
14 16 18 20 22 2~ 26
Woter content. %
Test specification: ASTM D 698-91 Procedure B, Stondord
Elev/ Classlf;cation Nat. Sp.G. LL PI
Depth USCS AASHTO Mo[st. 3/8 in No.200
TEST RESULTS I MATERIAL DESCRIPTION
Maximum dry density = 107.3 pc¢ dk br so c! w/gr sh
Optimum moisture = 18,6 %
Project No.: 7429-12 Remcrks:
Project: Monslon By The Loke
Locotion: NE Corner OF Project (Water Moin)
dk br so cl w/gr sh
Dote: 12-19-1997
MOISTURE-DENSITY RELATIONSHIP TEST
Pone Engineers z;g. No.
RoneEngi~ers
Rone Engineers, Inc. , .234 Goocln,ght Lanelei. (972/24 -4 , r RoneEnnineers
Dallas.-'Forl Worth ~: Dallas. Texas Metro (972) 263-1555
, 75229 Fax (972) 241-5174
GENERAL REPORT
Project Mansion By The Lake
Number 3137-D7429-013 ISample Date 12/15/97 IReport Date 12/30/97
To Western Rim Services
Report of MOISTURE-DENSITY RELATIONSHIP TEST
Identification
Method of Test ASTM D 698-91 Procedure B, Standard
Results
A Moisture Density Relationship test was performed on material sampled for the above
referenced project. The Moisture Density Relationship and Atterberg Limits results are attached.
Attachment: Moisture Density Curves
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Lee Stone; City of Coppell
(1) Mr. Tony Martin; Newport Classic
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, performance, 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. ~
c:\wpwin\reports\D7429-O13-97\ST December 30, 1997
NIOISTURE-DENSITY RELATIONSHIP TEST
125
i
120
1
cz 118
c-
>, 110
I
I
lOC I
10 12 14 16 lB 20 22
Water content. %
Test specification: ASTM D 698-91 Procedure B, Standard
Elev/ Classiflcotion Nat. Sp.G, LL PI % > % <
Depth USCS AASHTO Moist. 3/8 in No.200
26 10
TEST RESULTS MATERZAL DESCRIPTZON
Maximum dry density = 118.5 pcf Brn c! so w/Cry sh m;x
Optimum moisture = 15.1
Project No.: 7429-13 Remarks:
Project: Mansion On the Lake
Location: Brn cl sa w/Gry sh mix
NE corner of project(water main)
Date: 12-16-1997
,OZSTURE-DENSITY RELATZONSHZP TEST
Rone Eng i nears Fig. No. 11
Rone Engi~em