Amberpoint BP 2-LR030220 (2)FIELD DENSITY TESTING
Report Number: 94021380.0239
Service Date: February 7, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 20, 2003
Project Number: 94021380
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 213800010 ASTM D 698 Brown clay 22.7 98.7 =/> +3 92
2. 213800074 ASTM D 698 Dk brown clay (lime treated) 22.9 95.5 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test LiffJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pCt') (% compaction)
Leaveout Backfill
1043 Grid line B.5/1 3rd 1 6 26.4 92.4 94
1044 Grid line D/1 3rd 1 6 27.3 91.9 93
1045 Grid line E.5/1 3rd 1 6 27.9 92.4 94
1046 Gdd line G/1 3rd 1 6 26.7 93.6 95
1047 Grid line A.4/1 2nd 2 6 22.1 93.6 98
1048 Grid line A. 9/1 2nd 2 6 23.4 92.7 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:^STM D2922, ASTM D3017
Gauge ID:
Field Results Reported To: Contractor/Brian
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestem Commerdal Sen, ices (1) Tect~niStructures
(1) O'Brien & Assoc (1) City of Coppell- Bldg Insp
(1} Hill & Wilkinson LTD (1) City of Coppell - Constr Insp
(2} Carter & Burgess Inc (1) HBC Engineering Inc
Reviewed by:
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, MSHTO, 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: 94021380.0240
Service Date: February 8, 2003
Client: Transwestern Commemial Services
Attn: James Gaspard
5001 Spdng Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
lrerracon
8901 Carpenter Fha, y, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 20, 2003
Project Number: 94021380
Material Information
Material Laboratory
No. Test Method
1.213800074
ASTM D 698
Description and Classification
Dk brown clay (lime treated)
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
22.9 95.5 ' -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test LiffJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Leaveout Backfill
1049 Gdd line B/1 4th/Final 1 6 22.6 91.9 96
1050 Grid line C.5/1 4th/Final 1 6 23.4 92.8 97
1051 Grid line F__/1 4th/Final 1 6 23.9 93.6 98
1052 Gdd line F.5/1 4th/Final 1 6 24.2 92.7 97
1053 Grid line HI1 4th/Final 1 6 24.1 93.1 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:
Field Results Reported To: Contractor/Brian w/Staples
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestem Commercial Services (1) TechniStmctures
(1) O'Bden & Assoc (1) City of Coppell- Bldg Insp
(1) Hill & W~lkinson LTD (1) City of Coppell - Constr Insp
(2) Carter & Burgess Inc (1) HBC Engineering Inc
Reviewed by:
HBC/T~'~
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
~.s~ Kev