Gateway BP(1.6)-LR060524FIELD DENSITY TESTING
R rt N mber• 94061163 0009
l~~rr~con
epo u
8901 Carpenter Frwy, Ste #100
Service Date May 23, 2006 Dallas, Texas 75247
(214)630-1010
Client• Report Date. May 24, 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
Material Laboratory
No Test Method Description and Classification
1 611630001 ASTM D 698 Dark grayish brown and brown clay
Field Test Data Probe
Test Lift/ Mat Depth
No Test Location Elev No (inches)
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (Pcfl
25 4 92.8
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (°~ compaction)
Proiect Requirements
Water Minimum Dry
Content Unit Weight
(%) (°~ compaction)
+1/+5 93-98
Building Pad
15 20' S & 20' W of NE corner 4 8' BFG 1 4 27 3 87 6 94
16 20' S & 20' W of NE corner 4' BFG 1 4 27 6 87 4 94
17 20' S & 20' W of NE corner 3 4' BFG 1 4 27 7 87 5 94
18 20' S 7 60' W of NE corner 4 8' BFG 1 4 27 5 87 8 95
19 20' S 7 60' W of NE corner 4' BFG 1 4 27 8 87 3 94
20 20' S 7 60' W of NE corner 3 4' BFG 1 4 27 9 87 4 94
21 20' S & 20' W of NE corner 2 8' BFG 1 4 27 8 87 4 94
22 20' S & 20' W of NE corner 2' BFG 1 4 27 6 87 5 94
23 20' S & 20' W of NE corner 1 4' BFG 1 4 27 7 87 3 94
24 20' S & 20' W of NE corner 0 8' BFG 1 4 27 9 87 2 94
25 20' S & 60' W of NE corner 2 8' BFG 1 4 27 7 87 6 94
26 20' S & 60' W of NE corner 2' BFG 1 4 27 6 87 7 95
27 20' S & 60' W of NE corner 1 4' BFG 1 4 27 8 87 4 94
28 20' S & 60' W of NE corner 0 8' BFG 1 4 27 6 87 7 95
29 50' S & 20' W of NE corner 9 4' BFG 1 4 27 9 87 4 94
30 50' S & 20' W of NE corner 8 8' BFG 1 4 28 1 87 1 94
31 50' S & 20' W of NE corner 8' BFG 1 4 28 0 87 5 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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2 0,.,~S,RO,_F~,~,aKa,
FIELD DENSITY TESTING l~~rracon
Client. ProLogis
Project Number~94061163
Report Number 94061163 0009
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No Test Location Elev No (inches) (%) (pcf) (°~ compaction)
32 50' S & 20' W of NE corner 7 4' BFG 1 4 27 8 87 7 95
33 50' S & 60' W of NE corner 9 4' BFG 1 4 27 7 87 9 95
34 50' S & 60' W of NE corner 8 8' BFG 1 4 27 9 88 0 95
35 50' S & 60' W of NE corner 8' BFG 1 4 28 0 87 3 94
36 50' S & 60' W of NE corner 7 4' BFG 1 4 27 6 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 Reviewed by~
(7) City of Coppell TX (1) Meinhardt 8 Assoc Architects PLLC Robert D Ray, S E.T
(1) Haynes Whaley Assoc Inc
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 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-ncsiaor-F~m.arce,
FIELD DENSITY TESTING
Report Number 94061163 0008
Service Date May 22, 2006
Client
ProLogis
Attn Keith Porter
2310 LBJ Freeway Ste 200
Dallas TX 75234
l~~rr~con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214} 630-101 D
Report Date May 24, 2006
Project: Freeport Corporate Ctr Bldg 6
Freeport Pkwy & Gateway
Coppell, TX
Project No 94061163
Material Information
Material Laboratory
No Test Method
1 611630001 ASTM D 698
Field Test Data
Test
Description and Classification
Dark grayish brown and brown clay
No Test Location
Building Pad
1 20' S & 20' W of NE corner
2 20' S & 20' W of NE corner
3 20' S & 20' W of NE corner
4 20' S & 60' W of NE corner
5 20'S&60'WofNEcorner
6 20'S&60'WofNEcorner
7 20' S & 20' W of NE corner
8 20' S & 20' W of NE corner
9 20' S & 20' W of NE corner
10 20'S&20'WofNEcorner
11 20'S&60'WofNEcorner
12 20' S & 60' W of NE corner
13 20' S & 60' W of NE corner
14 20' S & 60' W of NE corner
Probe
Lift/ Mat Depth
Elev No (inches)
Lab Test Data Proiect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pCf) (%} (°,6 compaction)
25 4 92 8 -1/+5 93-98
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) {°~ compaction)
9 4' BFG 1 4 28 5 87 7 95
8 8' BFG 1 4 28 7 87.2 94
8' BFG 1 4 28 3 87 6 94
9 4' BFG 1 4 28 9 87 4 94
8 8' BFG 1 4 28 6 87 8 95
8' BFG 1 4 28 3 87 9 95
7 4' BFG 1 4 27 8 87 4 94
6 8' BFG 1 4 27 5 87 8 95
6' BFG 1 4 27 9 87 3 94
5 4' BFG 1 4 27 6 87 9 95
7 4' BFG 1 4 27 7 87 5 94
6 8' BFG 1 4 27 5 87 7 95
6' BFG 1 4 27 8 87 4 94
5 4' BFG 1 4 27 6 87 8 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 1 of 2 0, p-~o,_F ~~a Kay
FIELD DENSITY TESTING
Client ProLogis
l~~rr~con
Project Number~94061163
Report Number 94061163 0008
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
(1) City of Coppell TX (1) Meinhardt 8 Assoc Architects PLLC
(1) Haynes Whaley Assoc Inc
Robert D Ray, S.E.T
Senior Project Mana,~
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 0,-~,~S~RO,-FN~,a kaY
REPORT OF BUILDING PAD EXCAVATION OBSERVATION
Report Number 94061163 0007
Service Date May 20, 2006
1 ~~rr~con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
ProLogis
Attn Keith Porter
2310 LBJ Freeway Ste 200
Dallas TX 75234
Project No 94061163
Services Building pad excavation observation
On this date, Terracon's representative arrived at the above referenced job site as scheduled for
excavation of the building pad The following was observed and/or tested
The main building was excavated 10 feet below final subgrade and the upper clays were
removed at 0-30' south of north end per the geotechnical recommendation
l~ - o
--~-i-z ~
Terracon Rep Armando Rendon
Report Distribution
~.,
(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
(1) Haynes Whaley Assoc Inc Robert D Ray, S E.T
Senior Project Man er
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
Report Date. May 24, 2006
Project: Freeport Corporate Ctr Bldg 6
F rt Pkwy & Gateway
Coppell,
Page 1 Of 1 ss-acsiRSS r~:~,a kev
REPORT OF IN-PLACE DENSITY TESTS 1 f~rr~con
Report Number 94061163 0005
Service Date May 19, 2006 Da as, Texas 75247 ' ste #100
(214) 630-1010
Client Report Date May 24, 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
Services In-place density tests
On this date, Terracon's representative arrived at the above referenced job site as scheduled for
in-place density tests After arriving at the job site, Terracon's representative was notified that
in-place density tests were cancelled due to not being ready
Terracon Rep Armando Rendon
Report Distribution
(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
(1) Haynes Whaley Assoc Inc Robert D Ray, S.E.T
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the cli
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 99 A~S~s~F~~a Kay