HomeMy WebLinkAboutCompaction Test (2) Headquarteri in
11,345 U.S. Highway 1 *r V , At ENGINEERING PO Box.78-1'377
Sebastian, FL. 32958 40 AVL ANDTESTINGSebastian, 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: 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'
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION, .
House Addition
1. 'N.E. 0"- 12" 35 108.5 111.7 97.1%
2. S.E. 37 107.2 96.0%
3. Center 37 108.5 97.1%
4=. S.W. 40 108.9 97.5%
-5.:N.W. 38 107.8 96.5%
--Soils Description:
Brown Sand with
Traces-of Shell Fragments
In P.lace Moisture:
7.3
Proctor Op#imum,Moisture:
11.4%
P.roctor'Max. Dry Density: P.C.F.
111.7
@ Test Locations the Density&
Penetrometer reading indicate the
:Degree of Compaction Meets
Minimum Requirement
for•Unstake'd 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