HomeMy WebLinkAboutKSM Compaction signedHeadquarters IWCPIk Ar
11345 U.S. Highway 1
Sebastian, FL. 32958 &J ILVL
Orlando
723 Progress Way
Sanford, FL. 32771
August 11, 2021
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
Harris Homes
1409 SW Aachen Avenue
Port St. Lucie, Florida
4940 Watersong Way
Fort Pierce, Florida
ENGINEERING
AND TESTING
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 216244-1d/JM/jam
Enclosed, please find the nuclear density test results performed on the Stemwall Backfill at the above referenced
project.
Should you have any questions, please feel free to contact our office.
Respectfully,
Digitally
signed by
This item has been electronically signed and
Julie Keller
sealed by Julie Keller, P.E. FI. lic. I'll, on
the date stated directly to the right using a
digital signature.
Date
Printed copies of this document are not
nsidered signed and sealed and the
=ignaturemostbe—iRedonanyelectronic
Copies.
2021.08.11
14:20:24
-04'00'
Julie E. Keller,
P.E. President
PE # 68366
Email: gregharrisfl@gmail.com
08/11/21
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
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
1P40Ik 9 ENGINEERING
17AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
August 10, 2021
Harris Homes
4940 Watersong Way
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:
216244-1d/JM/jam
NUC #
215
Nuc Model:
MC-IDR-P
Nuc Serial #:
MD80404215
ITEM TESTED:
Stemwall Backfill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.W. Garage
0" - 12"
15D
111.2
114.5
97.1%
2 S.W. Porch
15D
111.0
96.9%
3 N.W. House
15D
112.4
98.2%
4 Center House
16D
113.7
99.3%
5 S.E. House
16D
114.1
99.7%
6 N.E. House
15D
111.5
97.4%
7 S.W. House
15D
112.2
98.0%
Soil Description:
Light Brown Sand with Some Shell
Fragments and Traces of Clay
In Place Moisture:
11.6%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
114.5
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets Disclaimer: Contractor is responsible to maintain
Minimum Requirement the tested area in the condition that KSM
for Staked Foundation completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
Julie E. Keller, P.E. President altered from the approved inspected condition.
PE # 68366 8/11/2021
Email: gregharrisfl@gmail.com
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 - WEE
Headquarters
1W C Sk �
ENGINEERING
Mailing
11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
17 LVL
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
KSMengineering.net
DATE TESTED:
August 10, 2021
KSM JOB # : 216244-1d/JM/jam
PERMIT #:
CONTRACTOR: Harris Homes
JOB LOCATION: 4940 Watersong Way
Fort Pierce, Florida
116.0 I I I I I I I
W
E I I I I I I I I
i115.0 —1.—..—...—..—..�.._..� .._.._,
G I I I I I I I
H
T114.0—..—.. ....... —.. I.._..—�.—..—..—.. �..—..—,
I I I I I I I
P I I I I I I I I
113.0 T—..—....—..—j._..—...—..—..�—....—..—.
C
I I I I I I I I
F 112.0 ._.._..L_.._..1.._.._.
D I I I I I I I I
F: 111.0 i _.. i.._. _.I._.._..i _.. i.._.._i._.._..i _.. i.._.._.
Y I I I I I I I I
110.0 1— ._.. _.._._.._...._...._.._j._.._..�.._...._.._.
I I I I I I I I
109.0—..—.. �..—..—�.—..—..� —.. �..—..—�.—..—..� —.. �..—..—�
7 8 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Soil Description:
Light Brown Sand with Some Shell
Fragments and Traces of Clay
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
114.5
Julie E. Keller, P.E. President
PE# 68366 8/11/2021
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