Gateway BP(1.6)-LR060608FIELD DENSITY TESTING
Report Number: 94061163 0011
lI~rr~con
8901 Carpenter Frwy, Ste #t 00
Service Date: May 25, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date: June 08, 2006
ProLogis Project: Freeport Corporate Ctr Bldg 6
Attn Keith Porter Freeport Pkwy & Gateway
2310 LBJ Freeway Ste 200 Coppell, TX
Dallas TX 75234
Project No.: 94061163
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No Test Method Description and Classification (%) (pcf) (%) (% compaction)
1 611630001 ASTM D 698 Dark grayish brown & brown cla y 25 4 92 8 +1/+5 93-98
2 611630003 ASTM D 698 Dark gray clay 24.2 93.2 +1/+5 93-98
Field Test Data
Probe Water Dry Unit Dry Unit
Test Lift/ Mat Depth Conten t Weight Weight
No Test Location Elev No inches
( )
(%)
(pcf)
(°.6 compaction)
Building Pad
53 50' S & 20' W of NE corner 1 5' BFG 1 4 27 8 87 3 94
54 50' S & 20' W of NE corner 0 5' BFG 1 4 27 5 87 6 94
55 50' S & 60' W of NE corner 1 5' BFG 1 4 27 9 87 0 94
56 50' S & 60' W of NE corner 8' BFG 1 4 27 4 87 8 95
57 90' S & 20' W of NE corner 9 5' BFG 2 4 26 3 88.2 95
58 90' S & 60' W of NE corner 9 5' BFG 2 4 26 7 88 4 95
59 90' S & 20' W of NE corner 8 5' BFG 1 4 28 4 87 5 94
60 90' S & 20' W of NE corner 8' BFG 1 4 28 1 87 7 95
61 90' S & 20' W of NE corner 7 5' BFG 1 4 27 9 88 0 95
62 90' S & 60' W of NE corner 8 8' BFG 1 4 28 5 87 1 94
63 90' S & 60' W of NE corner 8' BFG 1 4 28 3 87 6 94
64 90' S & 60' W of NE corner 7 5' BFG 1 4 28 0 87 9 95
65 90' S & 20' W of NE corner 6 5' BFG 2 4 26.2 87 6 94
66 90' S & 20' W of NE corner 6' BFG 2 4 26 5 87 8 94
67 90'S&20'WofNEcorner 55'BFG 2 4 267 875 94
68 90'S&60'WofNEcorner 65'BFG 2 4 264 877 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for 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 locations} referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page t of 2
oi-aowrxo~-FUw. Kav
FIELD DENSITY TESTING
l~~rracon
Client. ProLogis Project Number~94061163
Report Number 94061163 0011
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat Depth Content Weight Weight
No Test Location Elev No inches
( ) (%) (pcf) (% compaction)
69 90' S & 60' W of NE corner 6' BFG 2 4 26 6 87 5 94
70 90' S & 60' W of NE corner
55'BFG 2 4
26 8 88 0 94
Datum• BFG =below final grade
Comments.
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition
Field Test Method ASTM D-2922, ASTM D-3017
Terracon Rep Armando Rendon
Field Results Reported To Contractor
Report Distribution
(1) ProLogis (1) Meinhardt & Assoc Architects PLLC ~„
(1) City of Coppell TX (1) Jordan Construction Services Reviewed by
(1) City o/ Coppell TX (1) Meinhardt & Assoc Architects PLLC Robert D Ra
(1) Haynes Whaley Assoc Inc Y.
Senior Proiect.l"
The tests were performed in general accordance with applicable ASTM, AASNTO, or DOT test methods. This report is exclusively for the~u~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 2 of 2
oi-voRraar-F~~a K,~
FIELD DENSITY TESTING
94061163 0013
l~~rracon
Report Number' 8901 Carpenter Frwy, Ste #100
Service Date: May 27, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date: June O8, 2006
ProLogis Project: Freeport Corporate Ctr Bldg 6
Attn Keith Porter Freeport Pkwy & Gateway
2310 LBJ Freeway Ste 200 Coppell, TX
Dallas TX 75234
Project No.. 94061163
Lab Test Data Project Requirements
Material Information
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No Test Method Description and Classification (%) (pcf} (°!°) (%compaction)
1 611630003 ASTM D 698 Dark gray clay 24.2 93.2 +1/+5 93-98
2 611630004 ASTM D 698 Dark brown clay 23 6 94 3 +1/+5 93-98
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Conten t Weight Weight
No Test Location Elev No (inches) (%) (pcf) {% compaction)
Building Pad
81 140' S & 20' W of NE corner 9 5' BFG 1 4 26 8 87.2 94
82 140'S&20'WofNEcorner 85'BFG 1 4 269 878 94
83 140' S & 20' W of NE corner 8' BFG 1 4 26 6 87 5 94
84 140' S & 20' W of NE corner 7 5' BFG 1 4 26 7 87 4 94
85 140'S&20'WofNEcorner 65'BFG 1 4 268 880 94
86 140' S & 20' W of NE corner 6' BFG 1 4 26 5 88.2 95
87 140' S & 20' W of NE corner 5 5' BFG 1 4 26 3 87 9 94
$8 140' S & 20' W of NE corner 4 5' BFG 1 4 26 6 88 1 95
89 140' S & 20' W of NE corner 4' BFG 1 4 26 8 87 8 94
90 140'S&20'WofNEcorner 35'BFG 1 4 267 884 95
91 140' S & 20' W of NE corner 2 5' BFG 1 4 26.9 88 3 95
92 140' S S~ 20` W of NE corner 2' BFG 1 4 26 5 88 1 95
93 140' S 8~ 20' W of NE corner 1 5' BFG 1 4 26 7 88 3 95
94 140' S & 60' W of NE corner 9 5` BFG 1 4 27 0 88 3 95
95 140' S & 60' W of NE corner 8 5' BFG 1 4 26 8 87 9 94
96 140' S & 60' W of NE corner 8' BFG 1 4 27 1 88 1 95
The tests were pertormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for 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 tfie 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 4 0)-GDRRi07-Futwe Nay
FIELD DENSITY TESTING l~~rr~con
Client. ProLagis
Project Number•94061 163
Report Number 94061 163 0013
Field Tesf Data
Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No Test Location Elev No Inches
{' )
(%)
(pcf)
(~,6 compaction)
97 140' S & 60' W of NE corner 7 5' BFG 1 4 26 9 88 4 95
98 140' S & 60' W of NE corner 6 5' BFG 1 4 27 3 88 0 94
99 140' S & 60' W of NE corner 6' BFG 1 4 27 1 87 9 94
100 140' S & 60' W of NE corner 5 5' BFG 1 4 27 0 88 1 95
101 140' S & 60' W of NE corner 4 5' BFG 1 4 26 8 88 3 95
102 140' S & 60' W of NE corner 4' BFG 1 4 26 7 88 1 95
103 140' S & 60' W of NE corner 3 5' BFG 1 4 27 1 88 4 95
104 140' S & 60' W of NE corner 2.5' BFG 1 4 27.2 88.2 95
105 140' S & 60' W of NE corner 2' BFG 1 4 27 0 88 0 94
106 140' S & 60' W of NE corner 8 5' BFG 1 4 27 5 87 8 94
107 170' S & 20' W of NE corner 9 5' BFG 1 4 27 6 87 8 94
108 170' S & 20' W of NE corner 8 5' 8FG 1 4 27 8 87.2 94
109 170' S & 20' W of NE corner 8' BFG 1 4 27 4 86 9 93
110 170' S & 20' W of NE corner 7 5' BFG 1 4 27 1 87 0 93
111 170' S & 20' W of NE corner 6 5' BFG 1 4 27 3 87 4 94
112 170' S & 20' W of NE corner 6' BFG 1 4 27 5 86 8 93
113 170' S & 20' W of NE corner 5 5' BFG 1 4 27 7 87.2 94
114 170' S & 20' W of NE corner 4 5' BFG 2 4 25 8 88 7 94
115 170' S & 20' W of NE corner 4' BFG 2 4 25 7 88 9 94
116 170'S&20'WofNEcorner 35'BFG 2 4 254 885 94
117 170' S & 20' W of NE corner 2.5' BFG 2 4 25 6 88 8 94
118 170' S & 20' W of NE corner 2' BFG 2 4 25 9 88.2 94
119 170' S & 20' W of NE corner 1 5' BFG 2 4 25 7 88 6 94
120 170' S & 60' W of NE corner 9 5' BFG 2 4 25.2 88 7 94
121 170' S & 60' W of NE corner 8 5' BFG 2 4 25 5 88 9 94
122 170' S & 60' W of NE corner 8' BFG 2 4 25 8 89.2 95
123 170' S & 60' W of NE corner 7 5' BFG 2 4 26 0 89 5 95
124 170' S & 60' W of NE corner 6 5' BFG 2 4 25 7 89 0 94
The tests were pertormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of fhe 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 2 of 4
o~-aorzmo~-Fpm.-e Kav
.FIELD DENSITY TESTING l~~rr~con
Client. ProLogis
Project Number~94061163
Report Number 94061163 0013
Field Test Data
Probe Water Dry Unit Dry Unit
Test Lift/ Mat . Depth Content Weight Weight
No Test Location Elev No (inches) (%) (pcf) (% compaction)
125 170' S & 60' W of NE corner 6' BFG 2 4 25 9 88 8 94
126 170' S & 60' W of NE corner 5 5' BFG 2 4 26 1 89 3 95
127 170' S & 60' W of NE corner 4 5' BFG 2 4 26 0 89 5 95
128 170' S & 60' W of NE corner 4' BFG 2 4 25 9 89 1 94
129 170' S & 60' W of NE corner 3 5' BFG 2 4 26 3 89 3 95
130 170' S & 60' W of NE corner 2.5' BFG 2 4 26 1 88 7 94
131 170' S & 60' W of NE corner 2' BFG 2 4 26.2 88 9 94
132 170' S & 60' W of NE corner 1 5' BFG 2 4 25 9 88 6 94
133 230' S & 20' W of NE corner 9 5' BFG 2 4 26.2 88 6 94
134 230' S & 20' W of NE corner 8 5' BFG 2 4 26 0 88 9 94
135 230' S & 20' W of NE corner 8' BFG 2 4 25 9 89 3 95
136 230' S & 20' W of NE corner 7 5' BFG 2 4 26 3 89 5 95
137 230' S & 20' W of NE corner 6 5' BFG 2 4 26 5 89.2 95
138 230' S & 20' W of NE corner 6' BFG 2 4 26 1 88 9 94
139 230' S & 20' W of NE corner 5 5' BFG 2 4 26 4 89 3 95
140 230' S 8~ 20' W of NE corner 4 5' BFG 2 4 26 0 89 1 94
141 230' S & 20' W of NE corner 4' BFG 2 4 26 3 89 6 95
142 230' S & 20' W of NE corner 3 5' BFG 2 4 25 9 89 4 95
143 230' S & 20' W of NE corner 2.5' BFG 2 4 26.2 89.2 95
144 230' S & 20' W of NE corner 2' BFG 2 4 26 0 89 0 94
145 230' S & 20' W of NE corner 1 5' BFG 2 4 26 4 88 6 94
146 230' S & 60' W of NE corner 9 5' BFG 2 4 26 4 89 1 94
147 230' S & 60' W of NE corner 8 5' BFG 2 4 25 9 89 0 94
148 230' S & 60' W of NE corner 8' BFG 2 4 26 1 88 7 94
149 230' S ~ 60' W of NE corner 7 5' BFG 2 4 26 3 88 9 94
150 230' S & 60' W of NE corner 6 5' BFG 2 4 26 0 89 1 94
151 230' S & 60' W of NE corner 6' BFG 2 4 25 8 88 8 94
152 230' S & 60' W of NE corner 5 5' BFG 2 4 25 9 89.2 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for 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 3 of 4
o~-POwaoaFwue uay
FIELD DENSITY TESTING
l~~rr~con
Client: ProLogis Project Number•94061163
Repot Number 94061163 0013
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat . Depth Content Weight Weight
No Test Location Elev No (inches) (%) (pcf) {°,6 compaction)
153 230' S & 60' W of NE corner 4 5' BFG 2 4 26 1 89 4 95
154 230' S & 60' W of NE corner 4' BFG 2 4 25 9 89 1 94
155 230' S & 60' W of NE corner 3 5' BFG 2 4 25 7 89.2 95
156 230' S & 60' W of NE corner 2.5' BFG 2 4 25 9 89 5 95
157 230' S & 60' W of NE corner 2' BFG 2 4 26 2 89 3 95
158 230' S & 60' W of NE corner 1 5' BFG 2 4 26 0 89 1 94
Datum: BFG =below final grade
Comments
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition
Field Test Method ASTM D-2922, ASTM D-3017
Terracon Rep Armando Rendon
Field Results Reported To Contractor
Report Distribution
(1) ProLogis (1) Meinhardt & 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.
(1) Haynes Whaley Assoc Inc
Senior Project M~ r
The tests were pertormed in general accordance with applicable ASTM, AA5HT0, 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 4 of 4 Ol-PORlR07-FiMre Hey