Amberpoint BP 2R-LR060608FIELD DENSITY TESTING
• 94051418 0425
lf~rracon
Report Number. 8901 Carpenter Frwy, Ste#100
Service Date May 31, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date: June 08, 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
escription and Classification Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf) Proiect Requirements
Water Minimum Dry
Content Unit Weight
{%) (°~6 compaction)
1 514180003 ASTM D 698 Reddish brown sandy clay 14 8 112.3 >/_ +3 93
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Wei ht
No Test Location Elev No (inches) (%) (pcf) (°~ co action)
Slab Leaveout
662 2' N & 20' W of SE corner 2' BFG 1 6 17 9 106.2 95
663 2' N & 60' W of SE corner 2' BFG 1 6 18 5 106 0 94
664 2' N & 100' W of SE corner 2' BFG 1 6 18 7 105 9 94
665 2' N & 130' W of SE corner 2' BFG 1 6 18 1 105 7 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 Superintendent
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction C° 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.
Page 1 of 1 07-PDR/R07-FUIiAB Key
FIELD DENSITY TESTING
b 94051418 0422
l~~rracon
Report Num er. 8901 CarpenterFrwy, ste#1oo
Service Date• May 30, 2006 Dallas, Texas 75247
(214)630-1010
Client: Report Date: Ju _-
Transwestern Commercial Services Project: AmberP ss ark
- - ~,.~.~
Attn David Gunderson _ -- Ings 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 (%) (pcfl (%) (°~ compaction)
1 514180001 ASTM D 698 Brown clay w/sand 19 0 101.2 >/_ +3 93
Field Test Data
Test
No Test Location
Building 4
660 300' W of SE corner of Building
661 200' W of SE corner of Building
Datum. BFG =below final grade
Comments
Probe
Lift/ Mat. Depth
Elev No (inches)
1' BFG 1 8
1' BFG 1 8
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) {% compaction)
180 * 961 95
13 0 * 97 0 96
An asterisk (") appears next to test results which do NOT meet the project specifi ns.
Services - Perform in-place density and moisture content tests to determine de of compaction and material moisture
condition
Field Test Method ASTM D-2922, ASTM D-3017
9/
~`l~
Terracon Rep Burl E. Thomas
Field Results Reported To Mr Harper
Report Distribution
~.i~~~°~
(1) Transwestern Commercial Services (1) TechniStructures ~C~~~f'~`~ f
(1) City of Coppell Tx {1) Rogers O'Brien Construction Co Reviewed by fll~'
(1) City of Coppell TX Husse n H. Abusaad, P.E.
(1) O'Brien & 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.
Page 1 of 1 o~voamol-FN~~a ker
FIELD DENSITY TESTING
Report Number: 94051418 0432
Service Date: June 2, 2006
11~rr~con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: June 08, 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
1 514180003 ASTM D 698
Field Test Data
Test
No
Lab Test Data Proiect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
Description and Classification (%) (pcf) (%) (°,6 compaction)
Reddish brown sandy clay 14 8 112.3 >/_ +3 93
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Test Location Elev No (inches) (%) (pct) (% com~ctic
Slab Leaveout
671 Retest of Test #669, dated 6/1/06 1 6 18 1 106 4 95
672 Retest of Test #670, dated 6/1 /06 1 6 18 4 106 8 95
673 2' S & 120' W of NE corner 1' BFG 1 6 18 6 106 0 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) Transwestern Commercial Services (1) TechniStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction 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.
Page 1 of 1 W-0DR/RO]-FVUre Hey
FIELD DENSITY TESTING
R rt N ber• 94051418 0437
l~~rracon
epo um
8901 Carpenter Frwy, Ste #100
Service Date: June 5, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date: June 08, 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
1 514180003 ASTM D 698
2 514180003 ASTM D 698
Field Test Data
Test
Description and Classification
Reddish brown sandy clay
Reddish brown sandy clay
No Test Location
Probe
Lift/ Mat. Depth
Elev No (inches)
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pefl (%) (% compaction)
14 8 112 3 >/_ +3 93
14 8 112.3 >/_ +3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pct) (% compactio
Slab Leaveout
674 2' S & 20' W of NE corner Final 2 6 18 6 110 5 98
675 2' S & 80' W of NE corner Final 2 6 18 9 109 8 98
676 2' N & 80' E of SW corner 2' BFG 1 6 17 8 106 4 95
677 2' N & 120' E of SW corner 2' BFG 1 6 18.2 106 5 95
678 2' N & 150' E of SW corner 2' BFG 1 6 18 0 105 9 ' 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) Transwestern Commercial Services (1) TechniStructures
(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.
Page 1 of 1 o,_,IX„~o,-F~,a kaY