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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
8
Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
March 141h & 291h, 2019
1g Ira,- ESN
TNT Builders of Florida
Sedona
Morning Dew Lane
Fort Pierce, Florida
KSM JOB #: 190689-9d
SCANNED
BY
St. Lucie County
113_r r-------I----1----7---,
I I I I I I I
I I I t I I f
I I I I I I I
112+---------A----1----+---4----I
I I I I I I I
I I I I I I
I I I I I I I
111 )----1---J ---1 -- L---1--- J
I I I I I I I
I I I I I
I I I I I I I
I I I I I I I
I I I I I I I
I I I I I I I
I I I I I
1094----+----4---- --I
I I I I I I I
I I I I I I I
I I I I I I I
1084---- i--------------------�
9 10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Clay
111.5 P.C.F.
11.0 Percent
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 6066