HomeMy WebLinkAboutSoil Compaction Report 4-8-22Headquarters
1l C, t ENGINEERING
q14 Mailing
11345 U.S. Highway 1
A% 17 jVL AND TESTING
PO Box 78-1377
Sebastian, FL. 32958
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
February 24, 2022
KSM JOB #: 2202034-1d/AH/dc
PERMIT #:
, 1 — 01 .7r
NUC # 240
Nuc Model: MC-1 Elite
CONTRACTOR:
PJS Land Clearing
Nuc Serial #: 31240
JOB LOCATION:
2756 South Brocksmith Road
RECEIVED
Fort Pierce, Florida
APR 0 9 202Z
ITEM TESTED:
Patio Addition
s+ I t iria County
TEST LOCATION
PEN DRY MAX. DRY Permitting PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 N.E.
0" - 12" 50 D 112.3
114.6 98.0%
2 S.E.
1150 D 110.8
1196.7%
3 S.W.
1.50 D 111.5
1197.3%
4 N.W.
1150 D 111.9
1197.6%
Soil Description:
116.0 n
Brown Sand With Some Clay W I I I I I I I
I I I I I I I I
In Place Moisture: I 115.0 -T — I'—"i— -I '—'f—"T"-l"—'
7•9 % G I I I I I
Proctor Optimum Moisture: T 114.0 I— — i — r — r-
10% I I I I I I I
Proctor Max. Dry Density: P.C.F. p 113.0 — — - r — fi - —
114.6 C I I I I I I I I
@ Test Locations the Density & F 112.0
Penetrometer readings indicate th `,%%l I I I I I I// D I I I I I I I
Degree of Compaction Meets KEG �ii� R 111.0
Minimum Requirement \��� �J��;ICENSF ������ Y I I I I I I I
For an Unstaked FoundatiorZ 110.0
Respectfully Submitted: . ; No. 68366 _ 5 6 7 8 9 10 11 12 13
UIgi� j/. * : * _ Moisture - % of Dry Weight
sign %"' y- STATE OF �(/��
mftI— �s°"P de—!aVYYpad ald Julie �'i S : Disclaimer: Contractor is responsible to maintain the tested area in
e ledby J. hell .P. F!.Uc6aU6m •.^CORID� •••••
the date siateddire¢Iy to the fight uLnga i the condition that KSM completed the indicated passed
diglMl9gr t— Imo' tL+s - ....... • �C `�. p
Panted wpe, <F M dxwmnt are rwt - sIgnLumm� �. mMeMroNc ate: i��,IpIVAI. `E `�� compaction test. KSM is not responsible if the tested area has
w 1.. 2022.02.25 been altered from the approved inspected condition.
12:38:34
Julie E. Keller, P.E. PFLQ5- , PI
PE # 68366 2/25/2022
Email to: paw@pjsiandclearing.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