HomeMy WebLinkAboutCompaction Test (2) Headquarters. � CP IL At ENGINEERING ; Mailing
11345 U.S. Highway 1 PO Box-78-13' 77
Orlando Sebastian, FL. 32958 SebasAV& AND TESTING Phone�lan772 589-0712
72,3 Progress Way SOIL COMPACTION REPORT C.A.#5693 .
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: April 13, 2020 KSM JOB#: 201722-1d/DJ/cv
PERMIT#: 2002-0650- Detached Garage NUC# 404
2002-0649-House Addition
CONTRACTOR: Carter's Concrete Construction Nuc Model: MC-1 Elite
JOB LOCATION: 2711 S. 19th Street Nuc Serial#: 31404
Fort Pierce, Florida
ITEM TESTED: First Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF,SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION
Detached Garage
6. N.E.
011 -1211 37 108.9 111.7 97.5%,
7.
S.E. 40+ 109.2 97.8%
8. ,Center 40+ 106.9 95.7%.
9. S.W. 38 107.6 96.3%
10. N.W. 36 109.5 98.0%
Soil Description:
Brown Sand with
Traces of Shell Fragments
In Place Moisture:
11.3%
Proctor.OptimuM Moisture:
-11.4%
Proctor Max. Dry Density: P.C.F.
111.7
@ Test Locations the Density&
Penetrometer reading indicate the,
Degree of Compaction Meets
Minimum Requirement
for Unstaked 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
Julie E. Keller, P.E. altered from the approved inspected condition.
President
PE#68366 . 5/6/2020
Proudly Serving Florida since 1990