Westhaven 1-LR140114 Ellerbee-Walczak, Inc.
GEOTECHNICAL ENGINEERING&
CONSTRUCTION MATERIALS TESTING SERVICES
Report Number: 29-2233-14-27den
Report of: In Place Density Tests Utilizing Nuclear Gauge
Client: Gilco Contracting
Project: Westhaven
Date: 01/14/2014
Technician: Jesus Quezada
Test Method: ASTM D-6938
Gauge: TROX Ser#22348
Value of Number: 2242DD—718M
SIDEWALK SUBGRADE
NO. PROC #CIF DRY % MOIST. % DRY DEN LOCATIONS
1 1 118.5 11.6 97.3 Spring Lake Way Sta. 2+50 North side of street
2 1 119.8 12.4 98.3 Spring Lake Way Sta. 2+50 South side of street
3 1 118.7 11.5 7.4 Terrace Street Sta. 5+00 North side
4 1 119.6 11.9 .1 Bridge Street Sta. 9+00 West side
5 1 119.0 11.7 7.7 Bridge Street Sta. 7+00 West side
6 1 118.8 12.4 7.5 Spring Lake Way Sta. 6+00 West side
7 1 118.2 12.1 97.0 Terrace Street Sta. 1+00 Cul-de-sac sidewalk
Probe Depth: 6"
Proctors Used: #1 121.8 PCF @ •• %- Brown clayey sand with rock
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Stan Walczak, President T. Neill Lawrence, Jr., P. .
/tI Texas Firm No. F-4610
Cc: Gilco—Leia Hubbard leia @gilcocontracting.com
Standard Pacific Homes—Josh Bosler jboslerastanpac.com
City of Coppell—Larry Davis
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4501 Broadway Ave. • P.O. Box 14809 • Haltom City,Texas 76117
Office 817-759-9999 • Fax 817-759-1888