Amberpoint BP-LR020701 (2)FIELD DENSITY TESTING
Report Number: 94021029.0301
Service Date: June 10, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
8901 Carpenter FnNy. Suite #100
Dallas, Texas 75247
(214) 630-1010
Repo~l~'-July 01, 2002 No. 1 ~
Pr~L~t: Amberpoint Building
(IF- Amh-moint Bus. Pk. @ Coppell J
Coppell, ~ x
Project Number: 94021029
Material Information
Material Laborator~
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
(%) (pc0 (%) (% compaction)
1. 210290004 ASTM D-698 Dk brown clay
22.4 99.9 -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)
Ramp and Parking Lot
302 Grid line B.5/0.7 at Grade 1 6 21.9 101.4 100+
303 Grid line B.5/0.3 at Grade I 6 22.6 100.6 100+
304 Grid line C.2/0.8 at Grade 1 6 22.3 97.3 97
305 Gdd line D.9/0.8 at Grade 1 6 21.5 99.8 100
306 Gdd line F.5/0.8 at Grade I 6 21.7 96.5 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 Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc ,
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - BIdg Insp Reviewed by: H BC Eng~j
(1) Hill & Wilkinson
(1) Halff Assoc Inc Eugene Harbour
(1) State Farm Insurance 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: 94021029.0306
Service Date: June 11,2002
8901 Carpenter F,'wy., 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 01, 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 . (%) (pc0 (%) (% compaction)
1. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 -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) (%) (pcO (% compaction)
Ramp and Parking Lot
307 Grid line M.5/0.8 at Grade 1 6 21.6 100.6 100+
308 Grid line M.5/0.4 at Grade I 6 21.9 99.4 99
309 Gdd line L.5/0.8 at Grade 1 6 22.6 99.6 100
310 Gdd line J.5/0.8 at Grade I 6 21.7 98.4 98
311 Grid line 1.5/0.8 at Grade I 6 22.4 97.7 98
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
Technician: Bradford Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Bden & Assoc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - BIdg Insp
(1) Hill & Wilkinson
(1) Halff Assoc Inc
(1) State Farm insurance
Reviewed by:
HBC Eng~
Eugene Harbour
Pri~.~pal
The tests were performed in general accordance with applicabte 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