Gateway BP(1.4)-LR061107FIELD DENSITY TESTING
Report Number: 94061357.0002
Service Date: October 26, 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
New Parking Area
1 150' W 50' N of SE corner of New Parking
2 150' W 50' N of SE corner of New Parking
3 150' W 50' N of SE corner of New Parking
4 450' W 65' N of SE corner of New Parking
5 450' W 65' N of SE corner of New Parking
Datum: BG below grade
Comments:
Test results on this report meet project specification.
Services Perform in -place density and moisture content tests to determine de
condition.
Field Test Method: ASTM D -2922, ASTM D -3017
Report Distribution:
(1) Hill Wilkinson LTD
(1) Halff Assoc Inc
(1) City of Coppell TX
(1) Haverty Furniture Co Inc
i
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Contractor
Description and Classification
Report Date: November 07, 2006
Project: Haverty Pavement Expans(on
k
PO #14 -2155
Coppell, TX
Project No.: 94061357
Lift/
Elev.
Probe
Mat. Depth
No. (inches)
3' BG 1 6
2' BG 1 6
1' BG 1 6
2' BG 1 6
1' BG 1 6
Page 1 of 1
Reviewed by:
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
avreway W o i
Lab Test Data Protect Requirements
Optimum Max. Lab
Water Dry Unit Water
Content Weight Content
(pcf)
22.8 95.4 -11+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(pcf) compaction)
22.5 93.2
23.4 91.9
23.9 91.6
22.8 93.5
22.0 94.5
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)
9 8
96
96
98
99
ree of compaction and material moisture
OT- PDRJROT -Future Key