Amberpoint BP 2R-LR060331FIELD DENSITY TESTING
Report Number: 94051418 0313
lferr~con
8901 Carpenter Fnnry, Ste #100
Service Date: March 24, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date; March 31, 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
Material Laboratory
No Test Method Description and Classification
1 514180069 ASTM D 698 Brown and gray clay w/sand (lime treated)
2 514180270 ASTM D 698 Brown clay (lime treated)
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elev No. (inches}
Plumbing, Building #5
624 Retest for Test #620, dated 03/23/06
625 Retest for Test #621, dated 03/23/06
626 Retest for Test #622, dated 03/23/06
627 Retest for Test #623, dat / /
628 B 8/2 5
629 B.8/4
630 8.8/12.5
631 8.8/3 5
632 A.5/6 8
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (°,6 compaction)
3' BFG 1 6 28 0 '` 93.0 95
2' BFG 1 6 27.3 * 92 0 94
Final 2 6 24 8 97 5 98
Final 2 6 23.4 961 96
Final 2 6 25.1 * 98.6 99
2' BFG 1 6 26.1 * 92.5 95
Final 2 6 22.8 97.2 97
Final 2 6 22.3 94 7 95
3' BFG 1 6 25.9 * 91.1 93
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 MethodASTM D2922, ASTM D3017
Y
J
Technician' Barry Cuble ~
Field Results Reported To• Jeff with Rogers O'Brien
Report Distribution.
(1) Transwestern Commercial Services (1) TechniStructu
(1) City of Coppell TX (1) Rogers O'Brie onstruc ion Co Reviewed by:
(1) City of Coppell TX
(1) O'Brien 8 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.
Lab Test Data Proiect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%} (pCf) (%) (°h compaction)
24 3 97 7 >/_ +4 92
21 9 99 7 -1/+3 95
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FIELD DENSITY TESTING
b 94051418 0296
l~erracon
Report Num er 8901 Car enter F
Service Date March 17, 2006 p rwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client Report Date. March 31, 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
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 514180288 ASTM D 698 Light brown sandy clay (lime treated) 24 9 95 1 -1/+2 95
Field Test Data Probe
Test Lift/ Mat Depth
No Test Location Elev No (inches)
Building #6
618 Retest of Test #610, dated 03/16/06 FG 1 6
619 Retest of Test #615, dated 03/16/06 FG 1 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (°k compaction)
25 1 94 7 100
24 8 93 6 98
Datum FG =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 MethodASTM D2922, ASTM D3017
Technician Francisco Morillo
Field Results Reported To James, Superintendent
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures Z
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by'
(1) City of Coppell TX Hussein H Abusaad, P E.
(1) O'Brien 8 Assoc
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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