HomeMy WebLinkAbout215554-1d Compaction - signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
tl 40 1 t ENGINEERING
i11.7jYi AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
July 20, 2021
2105-0095
Carter's Concrete
1507 Easy Street
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 215554-1d/BS/jam
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
0" - 12" 45
107.1
110.1
97.3%
2 S.E.
40
105.2
95.5%
3 Center
40
106.3
96.5%
4 S.W.
50
107.4
97.5%
5 N.W.
45
107.0
97.2%
Soil Description:
Gray Sand
In Place Moisture:
8.5%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.1
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
Digitally
signed by
Bryan E
Dahlke
Date:
2021.07.21
13:23:20
-04'00'
112.0
W I I I I I I I
E 111.0 L..�..—.,—...... �..�.._.,—.._
i I I I I I I I I
H110.0 �..
T I I I I I I
109.0..J.._.I_..1 .—I._..L..J.. I—.._
P I I I I I
108.0 ..-4..—.I �..—I._..l..A..—.I—.._
I I I I I I I
F 107.0 —1 I_..t I._..r..y.._.I
I I I I I I
106.0 i..�..-.i-..T..-F-..F..-1..-.i
D I I I I I I I
F: 105.0—..y..—.�—..t..—�.—..r..�.._.i—..�
Y 7 8 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain the tested area
in the condition that KSM completed the indicated passed
compaction test. KSM is not responsible if the tested area has
been altered from the approved inspected condition.
Bryan E. Dahlke, P.E. V.P. of Engineering
PE# 81439 7/21/2021
Email to: cartersconcrete@hotmail.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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