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KE L LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAF tlN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALI , www.ksmengineering.net MELBOURNE (321 BEACH (561) 845-7445 768-8488
)
FAX 561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A. 15693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
D TE TESTED December 7, 2018 KSM JOB # : 184200-1 d/SH/cv
PERMIT # 1809-0583 80ANN®
CUN I KAU I OR Wynne Development By R
J B LOCATION 2 Villa Del Norte Sk Lucie C®uHV AFC �cFl�Fo
Spanish Lakes Country Club Village pern,/�,� ��p0�
Fort Pierce, Florida Sr < c9oPaa
°
IT,'', M TESTED Compacted Foundation Fill ` e° -'2r
I
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
i
1. N.W. 0" - 12" 38 106.3 109.1 97.4
2. ,N.E. 1137 104.6 95.9
3. Center IT 39 106.9 98.0
4. S. E. 37 104.9 96.2
5. IS.W. 37 105.1 96.3
SolI Description:
Br lwn Sand
110.0 I I I I I I
In lace Moisture: W
10 9 Percent E
I I I I
Op,imum Moisture: G 109.0 •!-••-•�-••-r•- -'• •••,•-••- �-••--
12 0 Percent H I I I I I I
T
Me Dry Density:
10 .1 P.C.F. P 108.0 .._..4-. ._..j_..-.
@ Fest Locations The I I I I I
De sity & Penetrometer j I I I I I
Re dings Indicate the F
De ree of Compaction Meets
Mirimum Req Ired
I
for S taw.bC1 U! R
* Pa i� Natural Grade.
Q'(4fly Sub Itt@ �e Y 106.0 - — — —
29 9 10 •11 12 13 14 15
Moisture - % of Dry Weight
d Gam. Iler, P. E. / -
pi;iFa Lt®.. County Building Department
E- aff1ebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366