Amberpoint BP-LR020717 (2)FIELD DENSITY TESTING
Report Number: 94021029.0331
Service Date: July 8, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 17, 2002
Project:Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf') (%) (% compaction)
1. 210290099 ASTM D-698 Dk &med brown, tan & It brown clay 24.6 92.3 =/> +3 92
2. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 =/> +3 92
3.210290307 ASTM D 698 Reddish tan clayey sand 10.1 123.1 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pct') (% compaction)
338 Grid line Q/3 1st 1 6 28.3 86.8 94
339 Grid line M/1.1 2nd 2 6 26.0 93.1 93
340 Grid line 1.5/1.1 2nd 2 6 25.7 92.8 93
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~,STM D2922, ASTM D3017
Gauge ID:
Technician: Phillip R. Green
Report Distribution:
(1) Transwestern Commercial Services
(1) TechniStructures
(1) Oily of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Haler Assoc Inc
(1) State Farm Insurance
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates, Inc.
Reviewed by:
HBC En~
Eugene Harbour
Principal
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 approval of Terracon, 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
FIELD DENSITY TESTING
Report Number: 94021029.0334
Service Date: July 9, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 17, 2002
Project:Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 210290307 ASTM D 698 Reddish tan clayey sand 10.1 123.1 -2/+2 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (°,6 compaction)
Slab Leaveout at Tilt Wall Panels
341 Building line M/11 Final 1 6 9.7 122.6 100
342 Building line O/11 Final 1 6 8.1 117.7 96
343 Building line Q/6 Final 1 6 11.8 122.0 99
344 Building line Q/3 Final 1 6 10.9 118.3 96
345 Building line K.5/1 Final 1 6 11.3 116.7 95
346 Building line F.5/1 Final 1 6 12.0 116.9 95
347 Building line Q/9 Final I 6 11.0 119.2 97
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 D2922, ASTM D3017
Gauge ID: 31787
Field Results Reported To: Contractor
Technician: Roy T. Montgomery
Repod Distribution:
(1) Transwestern Commercial Services (1) Halff Assoc Inc
(1) TechniStructures (1) State Farm Insurance
(1) City of Coppell - Constr Insp (1) Hill & Wilkinson, Ltd.
(1) City of Coppeli - Bldg Insp (1) O'Brien & Associates, Inc.
Reviewed by:
HBC E ng i ~.~.
Eugene Harbour
Principal
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 shah not be reproduced except in full without the written approval of Terracon. 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