Gateway BP(1.6)-LR061110FIELD DENSITY TESTING
Report Number: 94061163.0144
Service Date: November 1, 2006
11~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: November 10, 2006
Project: Freeport Corporate Ctr. Bldg. 6
Freeport Pkwy & Gateway
Coppell, TX
Project No.: 94061163
Lab Test Data Proiect 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 611630001 ASTM D 698 Dark grayish brown & brown clay 25.4 92.8 >/_ +4 92-98
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elev. No. (inches) (%) (pcf) (% compaction)
Leaveout Backfill
495 50' N of SE corner 2' BFG 1 6 29.8 85.8 92
496 50' N of SE corner 1' BFG 1 6 29.5 86.6 93
497 200' N of SE corner 2' BFG 1 6 30.1 85.9 93
498 200' N of SE corner 1' BFG 1 6 30.5 85.5 92
499 40' W of SE corner 2' BFG 1 6 25.2 * 92.4 100
500 40' W of SE corner 1' BFG 1 6 24.9 * 92.0 99
501 25' E of SW corner 2' BFG 1 6 29.4 87.0 94
502 25' E of SW corner 1' BFG 1 6 29.6 86.4 93
503 30' N of SW corner 3' BFG 1 6 26.5 * 90.9 98
504 30' N of SW corner 2' BFG 1 6 26.1 * 91.4 98
Datum: BFG =below final grade
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
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: Francisco J. Morillo
Field Results Reported To: Superintendent
Report Distribution:
(1) ProLogis (1) Meinhardt 8 Assoc Architects PLLC
(1) City of Coppell TX (1) Jordan Construction Services Reviewed by:
(1) City o(Coppell TX (1) Meinhardt b Assoc Architects PLLC Robert D. Ray, S.
(1) Haynes Whaley Assoc Inc
Senior Project er
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 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 D7-ACS/fiOT-FI101fe Key
FIELD DENSITY TESTING
Report Number: 94061163.0147
Service Date: November 2, 2006
l~erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: November 10, 2006
ProLogis Project: Freeport Corporate Ctr. Bldg. 6
Attn: Keith Porter Freeport Pkwy Sr 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 clay 25.4 92.8 >/_ +4 92-98
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elev. No. (inches) {%) (pcf) (%compaction)
Leaveout Backfill
505 RETEST OF TEST #499 - 40' W of SE 2' BFG 1 6 29.8 86.2 93
corner
506 RETEST OF TEST #500 - 40' W of SE 1' BFG 1 6 29.5 87.0 94
corner
507 RETEST OF TEST #503 - 30' N of SW 3' BFG 1 6 27.9 * 89.4 96
corner
508 RETEST OF TEST #504 - 30' N of SW 2' BFG 1 6 28.2 * 88.6 95
corner
Datum: BFG =below final grade
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
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: Francisco J. Morillo
Field Results Reported To: Superintendent
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
(1) Haynes Whaley Assoc Inc Robert D. Ra .E.T.
Senior Proj Manager
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 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 OT-ACS/R07-FWire Key