HomeMy WebLinkAboutCompaction - signedHeadquarters1345 U.S. Highway 1 tl C01 t ENGINEERING PO Box 78-113777
Orlando Sebastian, FL. 32958 Sebastian, FL. 3297
I % 17 LVL AND TESTING hone: 772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KS Meng ineering.net
DATE TESTED: February 15, 2021 KSM JOB If: 211237-1d/CH/ah
PERMIT#: 20120675 NUC# 417
CONTRACTOR: Wynne Development Nuc Model: 3500
JOB LOCATION: 2 Tosca Nuc Serial If: 3417
CC Village
Ft. Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.W. 0" - 12" 45+ 107.7 108.4 99.4%
2. N.E. 108.1 99.7%
3. Center 107.6 99.3%
4. S.W. 108.4 100.0%
5. S.E. 107.2 98.9%
Soil Description: W 109.0 I I I I I I
Brown Sand E I
In Place Moisture: I 108.0
10.6% HT
Proctor Optimum Moisture: 107.0
—
----
..--- „.'. tIIIIIII
„.".---,
12.0% P
Proctor Max. Dry Density: P.C.F. C106.0—..—.."
...
108.4 P
@ Test Locations the Density &
Penetrometer readings indicate the 105.0
D
Degree of Compaction Meets R .1
I
Minimum Requirement y I I I I I
for Unstaked Foundation 104.0
RespecttfAl`�rppmitted: 8 9 10 11 12 13 14
�.. E_•Dq 'xx��i Moisture - % of Dr Weight
yP. .tiDigitally v g
signed by Disclaimer: Contractor is responsible to maintain
No. 81439 Bryan E the tested area in the condition that KSM
Dahlke completed the indicated passed compaction test.
p� KSM is not responsible if the tested area has been
QSTATE OF (V�` .,,e....,.ao..m..n.a.. Date:
�'��t. ' •FtoeroP. ' ���` w 1P5 2021.02.16 altered from the approved inspected condition.
ONAI. E%X- 13:42:08
Bryairf V..10aIrIkL�)�.E.-05'00'
V.P. of Engineering
PE # 81439 2/16/2021
Email to: St. Lucie County Building Department; dotty@wynnebc.com
Proudly Serving Florida since 1990