HomeMy WebLinkAboutCompaction testHeadquarters1345
tl C01 t ENGINEERING
U.S. Highway 1
PO Box 78-113777
Sebastian, FL.32958
Sebastian,
I % &J jVL AND TESTING
FL. 3297
Orlando
Phone:
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:
September 4, 2020 KSM JOB If:
204305-1d/CF/jo
PERMIT#:
2003-0664 NUC#
234
CONTRACTOR:
Wynne Development Nuc Model:
MC -DR
JOB LOCATION:
69 Mediterranean Blvd E. Nuc Serial If:
MD60308234
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E.
0" - 12" 50+ 108.9 113.8
95.7%
2. S.W.
111.8
98.2%
3. Center
110.7
97.3%
4. N.W.
110.1
96.7%
5. N.E.
109.4
96.1%
Soil Description: 115.0 I I
Dark Brown Sand with E
E I I I I I I
some Clay I
In Place Moisture: G 114.0
I I I I
10.5% H I I I
T
Proctor Optimum Moisture: 113.0 „— ,—„—(,—,. „—„ „—..,
11.0% P I I
Proctor Max. Dry Density: P.C.F. C I I I
113.8 112.0 l ..—.I.—..-1..—..-4..— .--- ----
F I I
@ Test Locations the Density & I I
Penetrometer readings indicate the
Degree of Compaction Meets R
Minimum Requirement Y I I
for Staked Foundation 110.0
Respecxt,�v11�5la(irf�tyexd: 8 9 10 11 12 13 14
\x Pr1 E' 1) yx/"
y��..� Digitally Moisture - %of Dry Weight
m: F 5. sig
ned d by y Disclaimer: Contractor is responsible to maintain
'* No. 81439 * _ Bryan E the tested area in the condition that KSM
0 * 4 " " Dahlke completed the indicated passed compaction test.
Q STATE OF ((/�� Date: KSM is not responsible if the tested area has been
CORIOP:''?: `"'°` altered from the approved inspected condition.
2020.09.08
NArV 10:43:41
Bryan E. Dahlke, P.E.-04,00,
V.P. of Engineering
PE # 81439 9/8/2020
Email to: St Lucie Building Department
Proudly Serving Florida since 1990