HomeMy WebLinkAbout212265-1d Compaction - signedHeadquarters
1W C Sk �
ENGINEERING
Mailing
11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
&J LVL
AND TESTING
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
March 26, 2021 KSM JOB # : 212265-1d/JM/bm
CONTRACTOR: Ron Raymond Construction, Inc.
P.O. Box 12058
Fort Pierce, FL 34979
JOB LOCATION
PERMIT #:
Dear sir,
2422 Oak Drive
Fort Pierce, Florida
2012-0410
Enclosed, please find the nuclear density test results performed on the compacted foundation fill at the above
referenced project
Should you have any question, please feel free to contact our office.
Respectfully,
This item has been electronically signed and
sealed by Bryan E. Dahlke, PE FL. Lic. 81439
on the date stated directly to the right using
a digital signature.
Printed copies of this documents are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 03/26/21
Email to: raymond24@bellsouth.net
Digitally signed
by Bryan E
Dahlke
Date:
2021.03.26
09:39:49-04'00'
Proudly Serving Florida since 1990
Headquarters
1W C IL �
ENGINEERING
Mailing
11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
A% IIIJ LVL
AND TESTING
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION
REPORT
C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
ASTM D 1557 and
ASTM D 6938
DATE TESTED: 3/26/2021
KSM JOB #: 212265-1d/JM/bm
PERMIT #: 2012-0410
NUC # 215
CONTRACTOR: Ron Raymond Construction, Inc. Nuc Model: MC-IDR-P
Nuc Serial #: MD80404215
JOB LOCATION: 2422 Oak Drive
Fort Pierce, Florida
MATERIAL: A) Brown Sand
ITEM TESTED: Compacted Foundation Fill - 2 Lifts
TEST LOCATION PEN DRY MAX. DRY PERCENT
# DEPTH Moisture PROCTOR
OF SAMPLE READ DENSITY COMPACTION
VALUE (P.C.F.)
2nd Lift
1 N.W.
0" - 12" 13.9%
12D
106.3
A
110.2
96.5%
2 N.E.
13.9%
12D
105.8
A
110.2
96.0%
3 Center
13.9%
13D
107.1
A
110.2
97.2%
4 S.E.
13.9%
12D
105.5
A
110.2
95.7%
5 S.W.
13.9%
13D
106.9
A
110.2
97.0%
1st Lift
1 S.E.
12" - 24" 13.9%
13D
106.7
A
110.2
96.8%
2 N.W.
" 13.9%
14D
107.0
A
110.2
97.1%
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
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
Bryan E. Dahlke, P.E. altered from the approved inspected
V.P. of Engineering condition.
PE # 81439 3/26/2021
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
XF C� 1 t ENGINEERING
i117iVi AND TESTING
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
W
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T
P
C
F
D
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tl CP 1 t ENGINEERING
i11.7jVi AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557
3/26/2021
Ron Raymond Construction, Inc.
2422 Oak Drive
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 212265-1d/JM/bm
111.0 I I I I I
! I I I I I
! I I I I
110.0 L.._.._...._.._..+.._.._.... _..�.._. _i.._.._.._
! I I I I
! I I I I I
109.0 _.._..L.._.._..1. _.._..1.._.._..J.._.._.._I.._.. _
! I I I I
I i i i i i
108.0 T _.._.._.._.._.._.._.._.._.._.._.._.._.._..._.._.._
I I I I I
! I I I I
! I I I I I
107.0..—....—..—..T.._.._..-r..—..—..-11..—..—..—i.._..—..—
! I I I I I
I I I I I I
106.0_.._..4-.._.._..+.._.._..4..—..—..-4..—..—..-1.._..—..
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Soil A Description:
Brown Sand
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
110.2
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE# 81439 3/26/2021
Proudly Serving Florida since 1990