HomeMy WebLinkAboutCompaction test Headquarters Mailing
11345 U.S. Highway 1 C 1 /' ENGINEERING PO Box 78-1377
�,2�Oeb�OdSebastian, FL. 32978
oan, FL. 32958 j%% AND TESTING Phone: 772 589 0712
ogress Way SOIL COMPACTION REPORT C.A.#5693
�P ford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: January 12, 2021 KSM JOB#: 210320-1d/CF/ct
PERMIT#: NUC# 234
CONTRACTOR: Summer Ivey-Platt Nuc Model: MC-DR
JOB LOCATION: 220 Emerald Avenue Nuc Serial#: MD60308234
Ft. Pierce, Florida
ITEM TESTED: Shed Pad
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. West 0"- 12" 50+ 107.3 110.2 97.4%
2. East 108.1 98.1%
111.0
Soil Description: W I I I I I I
Brown Sand with E I
Traces of Clay I I I I I I
I.l_.._. _ _ J.._..I.
In Place Moisture: 110 0 —
11.5% T T I I I I I
Proctor Optimum Moisture: P I I I I I
13.0% 109.0
C I
Proctor Max. Dry Density: P.C.F. I I I I I
110.2 F
@ Test Locations the Density& 108.0 i— —•I—••—•I._.._l._..J.._..I..
Penetrometer readings indicate the D I I I I I
Degree of Compaction Meets R
Minimum Requirement Y I I I I I
for Staked Foundation 107.0
10 11 12 13 14 15 16
Res pectfuI y 1SN�mitted:
�. PNE PA',' This item hasbeen electronically signed and Moisture-%of Dry Weight
sealed by Bryan E.Dahlke,PE FL Uc.81439
�� •' �j on the date stated directly to the right using
digital signature.
•' i Printed copies of this documents are not
No. 81439 considered signed and sealed and the Disclaimer: Contractor is responsible to maintain
. signature must be verified on any electronic
* * * = copies. the tested area in the condition that KSM
completed the indicated passed compaction test.
�.oe Q;% STATE OF �(/ Digitally signed by KSM is not responsible if the tested area has been
RID Q . ' ���� Bryan E Dahlke altered from the approved inspected condition.
Date: 2021.01.14
Bryan E. Dahlke, P.E. 08:28:11 -05'00'
V.P. of Engineering
PE#81439 1/14/2021
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