Amberpoint BP 2R-LR060417FIELD DENSITY TESTING
b 94051418 0348
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Report Num er 8901 Car enter F
Service Date April 7, 2006 p rwy, ste#1oo
Dallas, Texas 75247
(214) 630-1010
Client: Report Date. April 17, 2006
Transwestern Commercial Services Project• AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No : 94051418
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) (%) (°k compaction)
1 514180288 ASTM D 698 Light brown sandy cl ay (lime treated) 24 9 95 1 -1/+3 95
2 514180069 ASTM D 698 Brown and gray clay w/sand (lime treated) 24 3 97 7 0/+4 92
3 514180001 ASTM D 698 Brown clay w/sand 19 0 101 2 -2/+2 95
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 #6, Plumbing
643 Retest for Test #641, dated 04/06/06 2' BFG 2 6 28 0 88 6 91
644 Retest for Test #642, dated 04/06/06 2' BFG 2 6 29 5 * 87 4 89 *
645 Retest for Test #623, dated 04/07/06 2' BFG 2 6 27 6 90.2 92
646 Retest for Test #644, dated 04/07/06 2' BFG 2 6 28 0 90 9 93
647 B 8/1 4 2' BFG 2 6 26 6 98 6 100+
648 B 8/3 5 1' BFG 2 6 27 3 95 4 98
649 B 8/5 5 1' BFG 2 6 28 0 91 0 93
650 B 8/6 Final 1 6 25 0 92 8 98
Pavement, W & E Approaches
651 W Approach at 5' E of existing concrete, 20' Final 3 6 22 6 * 88 9 88
S of N curb
652 E Approach at 2' W of existing concrete, 15' Final 3 6 20 6 97 8 97
N of S curb
653 Retest of Test #651, dated 04/07/06 Final 3 6 21 8 * 95 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.
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FIELD DENSITY TESTING
Client. Transwestern Commercial Services
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Project Number~94051418
Report Number 94051418 0348
Comments (cont'd)
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 D3017
Gauge ID 2207
Terracon Rep Barry Cuble
Field Results Reported To Jeff, Rogers O'brien
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures -~'T~^
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by•
(7) City of Coppell TX
(1) O'Brien & Assoc Hussein H. Abusaad, P E
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 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.
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