Gateway BP(1.6)-LR060531LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94061163 0002
Service Date: May 17, 2006
l~~rracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630.1010
Client: ProLogis
Attn Keith Porter
2310 LBJ Freeway Ste 200
Dallas TX 75234
Report Date: May 31, 2~.~,_"~
Project: Freepo rate Ctr Bldg 6
port Pkwy & Gateway
i'"~ Coppell, TX
Project Number: 94061163
Material Information
Contractor Jordan Construction Services
Source of Material Native material
Proposed Use Common Fill
USCS CH
Laboratory Test Data
Test Procedure ASTM D 698
Test Method Method A
Sample Preparation Moist Method
Rammer Type apical
Maximum Dry Unit Weight, pc 5.
Optimum Water Content, % x'13'61
Sample Information
Sampled By' Phillip R. Green
Sample Location E end of Site 6-8'
Sample Description Brown clay w/calcareous nodules
Result Specifications
Liquid Limit. 75..~~
Plastic Limit:
Plasticity Index: ~
Passing #Z00• 62 6
Passing #40 NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
,~.
ro
a
.~
~ ~.
s
li .. it .1 2- _, .. _. 'ii .Y~
Moishire ConleM (%)
Services- Moisture-Density Relations
i
Report Distribution Terracon Rep Phillip R. Green
(1) ProLogis (1) Meinhardt 8 Assoc Architects PLLC
(1) City of Coppell TX (1) Jordan Construction Services Reviewed by•
(1) City of Coppell TX (1) Meinhardt & Assoc Architects PLLC Robert D Ray, S.E.T
(1) Haynes Whaley Assoc Inc
Senior Project Ma r
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the 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 06PDR/RD&FuWre Kay
LABORATORY COMPACTION CHARACTERISTICS OF SOIL 1rC'rr7con
Report Number: 94061163 0004
Service Date: May 17, 2006 8901 Carpenter Frwy, Ste #100
Dalfas, Texas 75247
(214) 630-1010
Glient: ProLogis Report Date: May 31, 2006
Attn Keith Porter Project: Freeport Corporate Ctr Bldg 6
2310 LBJ Freeway Ste 200 Freeport Pkwy & Gateway
Dalfas TX 75234 Coppell, TX
Project Number: 94061163
Material Information
Contractor Jordan Construction Services
Source of Material Native material
Proposed Use Common Fil!
USCS CH
Laboratory Test Data
Test Procedure
Test Method
Sample Preparation
Rammer Type
Maximum Dry Unit Weight, pcf•
Optimum Water Content,
Sample Information
Sampled By• Phillip R Green
Sample Location Borrow Pile, E of Gateway
Sample Description Dark brown clay
Result
ASTM D 698 Liquid Limit: 78
Method A Plastic Limit: 30
Moist Method Plasticity Index. 48
Mechanical % Passing #200 52.2
94 3 % Passing #40' NA
23 6
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
~ ~:
_T
N ~~
C
d
O
O
eq t 1 I I I I I I I 'St
I ._ _. .1 _. r .~ _. _. :tl .I .L .. ii ...
Moisture CorrteM (NeJ
Specifications
Services- Moisture-Density Relations
Report Distribution Terracon Rep• Phillip R Green
(1) ProLogis (1) Meinhardt 8 Assoc Architects PLLC
(1) City of Coppell TX (1) Jordan Construction Services Reviewed by•
(1) City of Coppell 7X (1) Meinhardt & Assoc Architects PLLC
(1) Haynes Whaley Assoc Inc Robert D Ray, S.E.T
Senior Project Man
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use he 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
D&PDRrt20&ilAva Key
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number 94061163 0003
Service Date: May 17, 2006
l~~rracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: ProLogis
Attn Keith Porter
2310 LBJ Freeway Ste 200
Dallas TX 75234
Report Date: May 31, 2006
Project: Freeport Corporate Ctr Bldg 6
Freeport Pkwy & Gateway
Coppell, TX
Project Number 94061163
Material lnformation
Contractor Jordan Construction Services
Source of Material Native material
Proposed Use Common Fill
USCS CH
Laboratory Test Data
Test Procedure ASTM D 698
Test Method Method A
Sample Preparation Moist Method
Rammer Type Moist Method
Maximum Dry Unit Weight, pcf• 93.2
Optimum Water Content, % 24.2
.,
~_
~ ~=
a
T
n
~ 3~
Sample lnformation
Sampled By' Phillip R. Green
Sample Location Wend of Site 0-4'
Sample Description Dark gray clay
Result
Liquid Limit: 75
Plastic Limit. 31
Plasticity Index: 44
Passing #200 58 5
Passing #40 NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
Moisture Lorrterrt (%)
Specifications
Services- Moisture-Density Relations
Report Distribution Terracon Rep Phillip R Green
{1) ProLogis (1) Meinhardt 8 Assoc Architects PLLC
(1) City of Coppell TX (1) Jordan Construction Services Reviewed by'
(1) City of Coppell TX (1) Meinhardt 8 Assoc Architects PLLC Robert D Ray, S.E.T
(1) Haynes Whaley Assoc Inc
Senior Project Mana
The tests were pertormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the us the client
indicated above and shall not be reproduced except in full without the written consent of our company Test results transmitted herein are on y 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 o~aowaoe~utu.a Kay