HomeMy WebLinkAbout2200053-2d Compaction signedHeadquarters
11345 U.S. Highway 1 Ar
Sebastian, FL. 32958 &J ILVAB
Orlando
723 Progress Way
Sanford, FL. 32771
January 17, 2022
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
DiFrancesco Construction, Inc.
Michael DiFrancesco
8840 Lonesome Pine Trail
Ft. Pierce, FL. 34945
1305 Lone Pine Drive
Fort Pierce, Florida
21110484
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 2200053-2d/BS/jam
Enclosed, please find the nuclear density test results performed on the Final Lift of the Compacted Foundation
Fill for the House Pad at the above referenced project.
Should you have any questions, please feel free to contact our office.
Respectfully,
This Item has been electronically signed and
sealed byl,he Keller, P.E. Fl. tic. 68366 on
the date stated directly to the right using a
digital signature.
Printed copies of this document are not
nsidered signed and sealed and the
signature must be verified on any electronic
wples.
Digitally
• e• by
Date:
2022.01.17
11:06:32
Julie E. Keller, P.E. PtQ&QG'
PE# 68366 01/17/22
Email: difranconstinc@aol.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 - 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
January 14, 2022
21110484
DiFrancesco Construction, Inc.
1305 Lone Pine Drive
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 2200053-2d/BS/jam
NUC # 456
Nuc Model: MC-1 Elite
Nuc Serial #: 31456
ITEM TESTED:
House Pad - Final Lift
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
0" - 12"
40
108.4
112.5
96.4%
2 S.E.
108.7
96.6%
3 Center
107.3
95.4%
4 S.W.
107.7
95.7%
5 N.W.
108.0
96.0%
Soil Description:
Brown Sand with Some Clay
In Place Moisture:
10.2 %
Proctor Optimum Moisture:
10.0 %
Proctor Max. Dry Density: P.C.F.
112.5
Disclaimer: Contractor is responsible to maintain the tested
@ Test Locations the Density & area in the condition that KSM completed the indicated
Penetrometer readings indicate the passed compaction test. KSM is not responsible if the tested
Degree of Compaction Meets area has been altered from the approved inspected condition.
Minimum Requirement
for Unstaked Foundation
Julie E. Keller, P.E. President
PE # 68366 1/17/2022
Email: difranconstinc@aol.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
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION
ZP C1 9 ENGINEERING
Z1.17AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557
January 14, 2022
21110484
DiFrancesco Construction, Inc.
1305 Lone Pine Drive
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 2200053-2d/BS/jam
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107.0
5 6 7 8 9 10 11 12 13
Moisture - % of Dry Weight
Soil Description:
Brown Sand with Some Clay
Proctor Optimum Moisture:
10.0 %
Proctor Max. Dry Density: P.C.F.
112.5
Julie E. Keller, P.E. President
PE# 68366 1/17/2022
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