Amberpoint BP 2R-LR051213FIELD DENSITY TESTING
Report Number: 94051418.0006
Service Date: December 6, 2005
'i[erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: December 13, 2005
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information Lab Test Data Proiect Requirements
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. 514180001 ASTM D 698 Brown clay with sand
19.0 101.2 -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) (% compaction)
Pavement, Fire Lane
1 20' E & 20' S of NE corner of building 4 Subgrade 1 6 20.4 100,1 99
2 20' E & 20' S of NE corner of building 4 3'BFG 1 6 19.9 99.6 98
3 20' E & 60' S of NE corner of building 4 Subgrade 1 6 20.1 99.4 98
4 20' E & 60' S of NE corner of building 4 3' BFG 1 6 20.7 98.9 98
5 20' E & 110' S of NE corner of building 4 Subgrade 1 6 20.5 99.2 98
6 20' E & 110' S of NE corner of building 4 3'BFG 1 6 19.8 99.6 98
7 30' S & 30' W of SE corner of building 4 Subgrade 1 6 20.1 99.9 99
8 30' S & 30' W of SE corner of building 4 3'BFG 1 6 20.7 100.5 99
9 30' S & 80' W of SE corner of building 4 Subgrade 1 6 20.3 99.7 99
10 30' S & 80' W of SE corner of building 4 3'BFG 1 6 20.8 100.1 99
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~,STM D2922, ASTM D3017
Technician: Armando Rendon
Field Results Reported To: Contractor
Report Distribution: ~
(1) Transwestern Commercial Services (1) O'Brian & Assoc
(1) City of Coppell TX (1) TechniStrbctures Reviewed by: .
(1) city of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O'Brien Construction Co Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repor~ 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.