Westhaven 1-LR130828 (2) Ellerbee-Walczak, Inc.
GEOTECHNICAL ENGINEERING&
CONSTRUCTION MATERIALS TESTING SERVICES
Report Number: 29-2233-13-19den
Report of: In Place Density Tests Utilizing Nuclear Gauge
Client: Gilco Contracting
Project: Westhaven
Date: 08/28/2013
Technician: Gerardo Martinez
Test Method: ASTM D-6938
Gauge: CPN Ser#6863
Value of Number: 32413DD-7308M
MODIFIED SUBGRADE
NO. PROC #CIF DRY % MOIST. % DRY DEN LOCATIONS
1 1 103.0 13.3 96.8 N. bound Westhaven Sta. 20+50 Center Point
2 1 102.7 13.4 96.5 S. bound Westhaven Sta. 21+00 Center Point
3 1 106.3 12.0 99.9 Westhaven Circle W. Quarter Point
4 1 106.2 12.2 99.8 E. Quarter Point
5 2 109.8 14.3 99.7 Alley A Sta. 1+50 W. Quarter Point
6 2 110.0 12.8 99.9 Sta. 4+50 Center Point
7 2 108.9 13.2 98.9 Sta. 7+30 E. Quarter Point
8 1 105.2 13.3 98.9 Alley B Sta. 1+30 W. Quarter Point
9 1 104.5 12.6 98.2 Sta. 4+00 Center Point
10 1 104.7 12.8 98.4 Alley C Sta. 1+50 E. Quarter Point
11 1 105.8 13.1 99.4 Sta. 3+70
Probe Depth: 6"
Proctors Used: #1 106.4 PCF @ 11.6%-Cemet treated dark brown silty sand with rock
#2 110.1 PCF @.12.6%-Cemet treated reddish brown silty sand
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Stan Walczak, President . Neill Lawrence, Jr., P.E.
/tr Texas Firm No. F-4610
Cc: Gilco-Leia Hubbard leia(a�.oilcocontracting.com
Standard Pacific Homes-Josh Bosler'bosler• s _aliac.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
Ellerbee-Walczak, Inc.
GEOTECHNICAL ENGINEERING&
CONSTRUCTION MATERIALS TESTING SERVICES
Report Number: 29-2233-13-201imdp
Report of: Thickness Measurements of Limed Soils
Client: Gilco Contracting
Project: Westhaven
Date: 08/28/2013
Technician: Gerardo Martinez
Test Method: TEX-140-E
SAMPLE NO. THICKNESS-INCHES LOCATIONS
1 8.5" N. bound Westhaven Sta. 20+50 Center Point
2 8.5" S. bound Westhaven Sta. 21+00 Center Point
3 8.5" Westhaven Circle W. Quarter Point
4 9.0" E. Quarter Point
5 8.5" Alley A Sta. 1+50 W. Quarter Point
6 8.25" Sta. 4+50 Center Point
7 9.0" Sta. 7+30 E. Quarter Point
8 9.0" Alley B Sta. 1+30 W. Quarter Point
9 9.0" Sta. 4+00 Center Point
10 9.0" Alley C Sta. 1+50 E. Quarter Point
11 9.0" Sta. 3+70
•
Stan Walczak, President T. eill La ence, Jr., P.E.
/tr Texas Firm No. F-4610
Cc: Gilco—Leia Hubbard IeiaCa)_gilcocontractinq.com
Standard Pacific Homes—Josh Bosierjboslerastanpac.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