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723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: February 2, 2021 KSM JOB#: 210904-1d/CH/ah
PERMIT#: 20100781 NUC# 417
CONTRACTOR: Wynne Development Nuc Model: 3500
JOB LOCATION: 61 Ipanema Way Nuc Serial#: 3417
Country Club 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+ 110.5 112.9 97.9%
2. Center 11 11111.1 1198.4%
3. S.E. I I I' 110.1 1197.5%
-
Soil Description: 113.0
W I I I I I
Brown Sand E I I I I I
112.0 �..—..—..—...—..— .—..—..—.. —...
In Place Moisture: I I I I
6.9% H I I I I I I
T
Proctor Optimum Moisture: 111.0 -
12.0% P I I I I I
I I I I
Proctor Max. Dry Density: P.C.F. c
110.0 _—..—.I—.. I.—..—I..—..�..—..�..—...
112.9 F I I I I I
@ Test Locations the Density& I I I I
Penetrometer .readings indicate the 1090 L
g D I 1_..—.I._..—I.._..y.._..rt..—...
Degree of Compaction Meets R I I I I I
Minimum Requirement Y I I I I I
for Unstaked Foundation 108.0
Respectfully Submitted: 8 9 10 11 12 13 14
Digitally
signed by Moisture -% of Dry Weight
mis¢em bas been eiecn°m=auvaigned ane
Bryan E Disclaimer: Contractor is responsible to maintain
e dy-t-ddr-lyP.right 39 the tested area in the condition that KSM
the tes[zteddlrectlyt°therlghtusing Dahlke
a tllgltal slgnaNre.
°P1P5Of[h,=e°°°me°°SdfP° completed the indicated passed compaction test.
d—signed antl sea lee a°d[he Date:
signature must be vetlfletl°n any electr°nlc
°P1P5 KSM is not responsible if the tested area has been
2021.02.03 altered from the approved inspected condition.
15:36:07
Bryan E. Dahlke, P.E. -05'00'
V.P. of Engineering
PE#81439 2/3/2021
Email to: St. Lucie Building Department; dotty@wynnebc.com
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