HomeMy WebLinkAboutCompact testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
'P Cam.— IL S ENGINEERING
�11i7AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
July 22, 2020
2005-0215
D & M Concrete
9410 Carlton Road
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 203390-1d/SH/ct
NUC # 528
Nuc Model: MC-10R-P
Nuc Serial #: MD049528
ITEM TESTED: Addition
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.E. 0" - 12" 39 108.1 110.9 97.5%
2. N.W. 39 107.8 97.2%
3. S.W. 38 107.1 96.6%
4. South 40 108.6 97.9%
Soil Description: 112.0
Yellowish Brown Sand W
E j I I I I I
I "
In Place Moisture: 111.0 4—"•—. I— — I — —I — I — I —
I I I I
98% H I I I I I I
T
Proctor Optimum Moisture: 110.0 1-- — �— — — —I — — • 1 • —
12.0% P I I I I
Proctor Max. Dry Density: P.C.F. C
110.9 109.0—.1.—..-4.—..�.. �..—...
F I I I I I
@ Test Locations the Density & I I I I
Penetrometer readings indicate the 108.0 I — — — j — —f'— —j — t —
Degree of Compaction Meets D I
Minimum Requirement Y I I I I I
for Staked Foundation 107.0 — ;— — ; — —� —""—• T — ,
RespOW111VS(lbipitted: 9 10 11 12 13 14 15
• �.NGEN&, i Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
y.J1E3 the tested area in the condition that KSM
;' '. gE 'U= completed the indicated passed compaction test.
•RWP•. m\ KSM is not responsible if the tested area has been
�, ' • rl. �� altered from the approved inspected condition.
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 7/23/2020
Proudly Serving Florida since 1990