HomeMy WebLinkAboutcompaction report up 9-4 IL9
OVA
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 28, 2017 KSM JOB# : 171294-1 d/SH/cc
PERMIT# 1701-0372
CONTRACTOR Wynne Development
JOB LOCATION 8 Montoya
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
i
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 38 106.1 109.0 97.3
2. N.E. 37 107.4 98.5
3. Center 38 105.1 96.4
4. S.E. 44 105.0 96.3
5. S.W. 36 104.3 95.7
Soil Description:
Brown Sand
110.0 1 I I I I I
W
In Place Moisture: E
7.9 Percent
Optimum Moisture: H 109.0
G _..L
12.2 Percent I I I I I I
T
Max. Dry Density: P I I I I I
109.0 P.C.F. 108.0 {—••_..I__ 1_ ..—..I—.._..�..
@ Test Locations The
I I I I
Density & Penetrometer F
Readings Indicate the 107.0 =--•—•-' •' - •'—••—••
Degree of Compaction Meets
Minimum Required D I l I I I I
� Iltl � I I I I I I
for StRW it- n. R
* ` {s Y 106.0 9.._.110.._.111..— �2 — 1l3•-- 14 .._..,
Pit ►n r� o Natural Grade.
Fees tfr�I #t 15
( g Moisture- % of Dry Weight
F r `dt.,d ,•County Building Department RECEIVED APR 0 5 2017
E �S 'Nehiakes.com
nNAI. •`�
'f��rrlllt►+%
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
� . I