Gateway BP(1.6)-LR060606LABORATORY COMPACTION CHARACTERISTICS OF SOIL
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Report Number: 94061163 0001
Service Date May 17, 2006 8901 Carpenter Frvry, ste #100
Dallas, Texas 75247
(214) 630-1010
Client: ProLogis Report Date: June 06, 2006
Attn Keith Porter Project: Freeport C~,o.~ate'C~Bldg 6
2310 LBJ Freeway Ste 200 ..Fier'' ort Pkwy & Gateway
Dallas TX 75234 ~ 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 Mechanical
Maximum Dry Unit Weight, pcf• 92 8
Optimum Water Content, % 25 4
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Services- Moisture-Density Relations
Report Distribution
(1) ProLogis
(1) City of Coppell TX
(1) City of Coppell TX
(1) Haynes Whaley Assoc Inc
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(9
T~l:~~n Rep• Phillip R Green
(1) Meinhardt 8 Assoc Architects PLLC
(1} Jordan Construction Services
(1) Meinhardt & Assoc Architects PLLC
Robert D Ray, S.E.
Senior Project M~i,
The tests were performed in general accordance with applicable ASTM, AA5HT0, or DOT test methods. This report is exclusively for theytS~e 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.
Sample Information
Sampled By' Phillip R. Green
Sample Location E end of job site (mix) 0-6'
Sample Description Dark grayish brown & brown clay
Liquid Limit.
Plastic Limit:
Plasticity Index:
Passing #200
Passing #40•
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
Result Specifications
76
28
48
66 1
NA
Moisture Conterrt (Yo)
Reviewed by•
Page 1 of 1 OFPDR/RO6-FWxe Kay
FIELD DENSITY TESTING
Report Number: 94061163 0012
l~~rracon
8901 Carpenter Frvvy, Ste #100
Service Date May 26, 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 Project 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 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 Content Weight Weight
No Test Location Elev No inches
( )
(%)
(pcf)
(°~ compaction)
Building Pad
71 90' S & 20' W of NE corner 3 5' BFG 1 4 26 8 87.2 94
72 90' S & 20' W of NE corner 3' BFG 1 4 26 5 87 6 94
73 90' S & 20' W of NE corner 2.5' BFG 1 4 26.9 87 4 94
74 90' S & 60' W of NE corner 3 5' BFG 1 4 26 7 88 0 94
75 90' S & 60' W of NE corner 3' BFG 1 4 26 4 87 8 94
76 90' S & 60' W of NE corner 2 5' BFG 1 4 26 6 87 5 94
77 90' S & 20' W of NE corner 1 5' BFG 1 4 26 6 87 8 94
78 90' S & 20' W of NE corner 1' BFG 1 4 26 5 87 3 94
79 90' S & 60' W of NE corner 1 5' BFG 1 4 26 7 87 5 94
80 90' S & 60' W of NE corner 1' BFG 1 4 26 4 87 6 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 8 Assoc Architects PLLC
(1) City of Coppell TX (1) Jordan Construction Services
(1) City of Coppell TX (1) Meinhardt 8 Assoc Architects PLLC
(1) Haynes Whaley Assoc Inc
Reviewed by
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fd~ie 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
07-PDR/R07-FUpra Ney
FIELD DENSITY TESTING
Report Number: 94061163 0010
l~~rracon
8901 Carpenter Frwy, Ste #100
Service Date. May 24, 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 Goppell, TX
Dallas TX 75234
Project No.: 94061163
Material Information
Materiai Laboratory
No Test Method
1 fi11630001 ASTM D 698
Field Test Data
Test
Lab Test Data Proiect Reouirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
Description and Classification (%) (pcf) (%) {% compaction)
Dark grayish brown & brown clay 25 4 92 8 +1/+5 93-98
No Test Location
Probe
Lift/ Mat. Depth
Elev No (inches)
Building Pad
37 50' S & 20' W of NE corner 6 5' BFG 1 4
38 50' S & 20' W of NE corner 6' BFG 1 4
39 50' S & 20' W of NE corner 5 5' BFG 1 4
40 50' S & 20' W of NE corner 4 5' BFG 1 4
41 50'S&60'WofNEcorner 65'BFG 1 4
42 50' S 8~ 60' W of NE corner 6' BFG 1 4
43 50' S 8 60' W of NE corner 5 5' BFG 1 4
44 50'S&60'WofNEcorner 45'BFG 1 4
45 50'S820'WofNEcorner 4'BFG 1 4
46 50' S & 20' W of NE corner 3 5' BFG 1 4
47 50' S & 20' W of NE corner 2.5' BFG 1 4
48 50' S & 20' W of NE corner 2' BFG 1 4
49 50' S & 60' W of NE corner 4' BFG 1 4
SO 50' S & 60' W of NE corner 3 5' BFG 1 4
51 50' S & 60' W of NE corner 2 5' BFG 1 4
52 50' S & 60' W of NE corner 2' BFG 1 4
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) {% compaction}
27 9 87 5 94
28.2 87 7 95
27 8 87 4 94
28 0 87 0 94
27 7 87 8 95
27 9 87 6 94
28 1 88 0 95
27 8 87 6 94
28 6 86 5 93
28 1 86 9 94
28.2 87 5 94
27 9 87 3 94
28 7 87 7 95
28 3 87.2 94
28 o s7 s 94
27 8 87 1 94
The tests were performed in genera! 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 1 of 2
07-PDRIRDI-FyWre Key
FIELD DENSITY TESTING
l~~rr~con
Client. ProLogis Project Number94061163
Report Number 94061163 0010
Comments (cont'd)
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 8 Assoc Architects PLLC Robert D Ray, S.E
(1) Haynes whaleyAssoc Inc
Senior Project ger
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 2 of 2 07-PDRlROT-FUlure Kay