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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
August 31, 2021
KSM JOB #:
205168-2d/MH/jam
NUC #
630
PERMIT #:
2012-0458
Nuc Model:
MC-IDR-P
Nuc Serial #:
30630
CONTRACTOR:
St. Lucie Site Dev.
JOB LOCATION:
900 North Rock Road
Sheriff's Department
Fort Pierce, Florida
ITEM TESTED:
Building Pad
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
0" - 12" 50
108.5 109.2
99.4%
2 S.E.
108.3
99.2%
3 Center
108.0
98.9%
4 N.W.
108.9
99.7%
5 S.W.
108.3
99.2%
Soil Description: 111.0 I I I I I I I
Brown Sand with Traces of Shell W
E 110.0 J_.. �..—.i—.. � ..—i.—..� �..—.�—.._
In Place Moisture: I I I I I I I I I
8.3% H 109.0
Proctor Optimum Moisture: T
108.0 t— J.._.1_.. _I .. _.I_.._
11.0% p I I I I I I
Proctor Max. Dry Density: P.C.F. 107.0 — — I — -4 — —
109.2 C I I I I I I I
@ Test Locations the Density & F 106.0 I—
Penetrometer readings indicate the I I I I I I
Degree of Compaction Meets 105.0
Minimum Requirement D I —1 1—' T —1• r —1—'I— for Staked Foundation R I I I I I I I
104.0..�..—.i_..t.._�.—..r..�.._.i—..�
Respectfully Submitted: Y 6 7 8 9 10 11 12 13 14
Digitally Moisture - % of Dry Weight
signed by
Th's'ter^hzs beeneleRr°nicallysi dand Julie Keller Disclaimer: Contractor is responsible to maintain the tested area
sealed by 10,, Keller, P.E. FI. ❑c. 68366 °n
tlate,fafetltllreatlyt°[hehght°.; in the condition that KSM completed the indicated passed
tl,,-d;ena°re. Date:
o°ea=g�eaa'd°ea1,d-r1he°` compaction test. KSM is not responsible if the tested area has
r must be verifietl on any electronic
°a1P5 2021 .09.01 been altered from the approved inspected condition.
12:59:01
-04'00'
Julie E. Keller, P.E. President
PE# 68366 9/1/2021
Email to: slsdevinc@aol.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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