Westhaven 1-LR131230 Ellerbee-Walczak, Inc.
AQ2BrGEOTECHNICAL ENGINEERING&
CONSTRUCTION MATERIALS TESTING SERVICES
Report Number: 29-2233-13-25den
Report of: In Place Density Tests Utilizing Nuclear Gauge
Client: Gilco Contracting
Project: Westhaven
Date: 12/30/2013
Technician: Stan Walczak III
Test Method: ASTM D-6938
Gauge: TROX Ser#26309
Value of Number: 2027DD—652M
MODIFIED SUBGRADE
Na PROC #CIF DRY % MOIST. % DRY DEN LOCATIONS
1 1 82.9 25.0 99.0 Westhaven N. driveway Sta. 23+00 Center of driveway
2 1 82.1 26.2 98.1 Turn lane off service rd. Sta. 2+75 Center Point
3 1 81.9 28.1 97.8 Turn lane off service rd. Sta. 5+75 W. Quarter Point
4 1 83.2 27.6 99.4 Turn lane off service rd. Sta. 8+75 E. Quarter Point
5 1 82.5 25.3 98.6 Driveway at Bridge St. Center of driveway
6 1 81.6 26.8 97.5 Westhaven Rd. S. driveway
Probe Depth: 6"
Proctors Used: #1 83.7 P 25.6%- Lime treated brown sandy clay with lime
—or -e-7:--- A..- _'• /
Stan Walczak, President T. Neill L- rence, Jr., P.E. --
/tl Texas Firm No. F-4610
Cc: Gilco—Leia Hubbard leiaCa?gilcocontracting.com
Standard Pacific Homes—Josh Bosler jboslerna.stanoac.com
City of Coppell— Larry Davis
4501 Broadway Ave. • P.O. Box 14809 • Haltom City,Texas 76117
Office 817-759-9999 • Fax 817-759-1888