HomeMy WebLinkAboutREPORT OF MOISTURE DENSITY RELASHIONSHIP ASTND� 4
X. A. M. ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33RD STREET
FT. PIERCE, FLORIDA 34946
LocAL OFFICE: (772) 461-7508 FAX: (772) 461-8880
REPORT OF MOISTURE DENSITY RELATIONSHIP ASTN D 1557
CLIENT: Carlton Paving, Inc. DATE: 11/24/03
CONTRACTOR: Client
SITE: 406 Ulrich Road, Vedic Cultural Society
Stem -wall Backfill
113
0 109
107
8 10 12 14
Moisture - %
Test
No.
Test
Method
Sample Location
Optimum
Moisture %
Max. Dry
Density- P.C.F.
Soil
Description
1984
B
Composite
11.1
112.4
Brown fine sand, trace silt and clay
Reviewed by:
A. M. ENGINEERING,`AND TESTING, INC.
Rebecca Grant Ascoli; P.E; .
Florida Registration No. 51863