HomeMy WebLinkAboutcompaction test 2105-0025Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:2110239-2d/CH/jam
NUC #417
Nuc Model:3500
Nuc Serial #:3417
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"35+105.9 106.8 99.2%
2 N.W.""103.8 "97.2%
3 Center ""104.7 "98.0%
4 S.E.""105.0 "98.3%
5 N.E.""104.4 "97.8%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
1/7/2022
Certified Women Owned Business - WBE
Minimum Requirement
for Staked Foundation
In Place Moisture:
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:
9.8%
12.0%
Gray Sand
Respectfully Submitted:
ITEM TESTED:
106.8
TEST LOCATION
OF SAMPLE
Proudly Serving Florida since 1990
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.
PERMIT #:
CONTRACTOR:
January 6, 2022
2105-0025
Jose Alejandro Fuentes
6003 Carlton Road
Port St. Lucie, Florida
Footers for the Main House
Julie E. Keller, P.E. President
Soil Description:
JOB LOCATION:
Email to: mabel.premium@yahoo.com
PE # 68366
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
101.0
102.0
103.0
104.0
105.0
106.0
107.0
108.0
7 8 9 10 11 12 13 14 15
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Moisture - % of Dry Weight
This item has been electronically signed and
sealed by Julie Keller, P.E. Fl. Lic. 68366 on
the date stated directly to the right using a
digital signature.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.