Service Star-LR061006
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94061329.0002
Service Date: September 28, 2006
lrerracon
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: October 06, 2006
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
Project Number: 94061329
Sample Information
Sampled By: Christopher D. Harbour
Sample Location: Building Pad
Material Information
Contractor: ICI Construction
Source of Material: Native material
Proposed Use Common Fill
USCS CH
Sample Description: Dark brown clay
Laboratory Test Data
Test Procedure
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pet:
Optimum Water Content, %:
ASTM D 698
Method A
Moist Method
Mechanical
98.6
20.6
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #40:
% Passing #200:
Result
53
25
28
NA
82.0
Specifications
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
,
~
/' I.- ........ \
J " \
r\ ,
'\ \
!\ ~
, ....
f\ \
" ,
Ii I?> I',! _(, ::':1 .::::.: ..:J'::L __ ;".~ _. -.' .:.. Y..' ~'I
Mo; sture Content (%)
Services- Moisture-Density Relations
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Cop pel I TX
(1) City of Coppell TX
(1) ICI Construction Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceSlar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Lyndo J. Cox, P.
Princ' al ngineer
The tests were performed in general accordance with applicable ASTM, MSHTO, or DOT test methods. This report is exclusive y for the use of the client
indicated above and sha!! not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
D5-ACSIR06-Future Key
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94061329.0001
Service Date: September 28, 2006
lrerracon
Material Information
Contractor ICI Construction
Source of Material: Imported material
Proposed Use: Select Fill
USCS: SC
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: October 06, 2006
Project: Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell' TX
Project Number: 94061329
Sample Information
Sampled By: Christopher D. Harbour
Sample Location: Stockpile
Client: ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Sample Description: Brown clayey sand
Laboratorv Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pet:
Optimum Water Content, %:
ASTM D 698
Method A
Moist Method
Mechanical
123.7
10.1
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #40:
% Passing #200:
Result
27
14
13
NA
34.3
Specifications
Maximum 35
Range6-15
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
I":""'
1/ ~ \
j \ ,
I \ \
I \
J \
J \
I \
I \
i~
~
'\
f .::~
I';;:'
1-;';';:
E I~l
,.,
iJi l~)
!j
>- 11:'
D
1'=
1\:
".;
'"
K' I::: I'lL 1'; I", 17' L=:
Mai sture Content (%)
Test results on this report meet project specifications as noted above.
Services- Moisture-Density Relations
Report Distribution:
(1) ServiceSlar Design Group LLC
(1) City of Coppell TX
(1) City of Cappel! TX
(1) ICI Construction Inc
Terracon Rep: Christopher D. Harbour
(1) ICI Construction Inc
(1) Pale Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Lyndon J.
Principa
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively r the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
06-ACSiR06-FulUre Key