Gateway BP(1.4)-LR061212FIELD DENSITY TESTING
Report Number: 94061357.0018
Service Date: December 7, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Material Laboratory
No. Test Method
1 613570001 ASTM D 698 Medium brown clay w /sand
Field Test Data
Test
No. Test Location
Paving, Parking Lot
58 30' N 100' E of NE corner of building
59 60' N 150' E of NE corner of building
60 40' N 200' E of NE corner of building
61 20' N 220' E of NE corner of building
62 60' N 300' E of NE corner of building
63 30' N 360' E of NE corner of building
Comments:
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) Hill Wilkinson LTD
(1) Halff Assoc Inc
(1) City of Coppell TX
(1) Haverty Furniture Co Inc
Report Date:
Project:
Project No.:
Description and Classification
Lift/
Elev.
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Page 1 of 1
Probe
Mat. Depth
No. (inches)
December 12, 2006
Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
94061357
Reviewed by:
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit
Content Weight
(pcf)
22.8 95.4
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Water Dry Unit
Content Weight
(pcf)
Water
Content
-1/ +3
24.6 94.1
24.8 94.8
23.9 94.2
24.5 95.2
24.3 94.9
24.6 93.7
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
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.
Minimum Dry
Unit Weight
compaction)
95
Dry Unit
Weight
compaction)
99
99
99
100
99
98
07 PORRul.rinu,e Key