HomeMy WebLinkAboutCompaction Revised - signedHeadquarters
1W C IL
� ENGINEERING
Mailing
11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
1 %% AND TESTING
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
REVISED: PERMIT ADDED
May 27, 2021
DATE TESTED:
May 14, 2021
KSM JOB #: 213633-1d/AH/bm
NUC # 240
PERMIT #:
21010333
Nuc
Model: MC-1 Elite
Nuc
Serial #: 31240
CONTRACTOR:
R & E Loader Service
JOB LOCATION:
5313 S 25th Street
Ft Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
- 1st & 2nd Lift
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE
(P.C.F) COMPACTION
1 First Lift S.E.
0" - 12" 40+ D
111.8 114.4
97.7%
2 First Lift S.W.
112.7
98.5%
3 First Lift Center
110.7
96.8%
4 First Lift N.W.
110.9
96.9%
5 First Lift N.E.
112.5
98.3%
6 Second Lift S.E.
12" - 24" 45+ D
111.5
97.5%
7 Second Lift S.W.
113.2
99.0%
8 Second Lift Center
112.6
98.4%
9 Second Lift N.W.
111.8
97.7%
10 Second Lift N.E.
"
Soil Description:
116.0 -
I I I
I I I I
Tan Brown Sand with Some
Clay
W
E I I I
I I I
In Place Moisture:
11.0%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
114.4
@ 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:
2021.05.27
15:39:02
-04'00'
115.0 t—..,..—..—........—..�..,..—..—.._
H
I I I I I
13.0—..�..—.1_..t.. I._..r..�.. I—.._
P y I I I I I
112.0 4—.. i.. — .i — .. 1 .. — i. — ..� .. i.. — .i — .._
C I I I I I I I
111.0—..—..—.—..—..— .—.._..—..—.,—.._
F I I I I I I I
110.0 i—.1—..+.._1.—..l..-4..—.1—.._
• I I I I I I I
109.0 �..�..—.;—....—;.—..�..�..—.;
6 7 8 9 10 11 12 13 14
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 5/27/2021
Email to: mcarthuresther@bellsouth.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE