HomeMy WebLinkAboutKSM REPORT0AW
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) M-9093
G.A.; 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
August 16, 2019
1906-0072
Adams Homes
5313 San Benedetto Place
Lot 4, Waterstone
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 193246-1d/CH/cv
SCANNED
BY
St. Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 49 109.0 112.4 97.0
2. N.E. 47 108.8 96.8
3. Center 51 109.3 97.2
4. S.W. 49. 109.1 97.1
5. S.E. .45 108.4 96.4
Soil Description:
0 114.-
Brown Sand with �„ I 1 I I I I
Traces of Clay E
In Place Moisture: I
14.0 Percent G 113.0 .._.�_.._ �._.._�._.. �.._.. ..—..-
H I I I I I I
i i i i i
Optimum Moisture: J\4l!i
.._..-
11.0 Percent P 112.0 f— — j—• I Max. Dry Density: C j112.4 P.C.F. F@ Test Locations TheDensity&Penetrometer D11o.0—
Readings Indicate the R
Degree of Compaction Meets Y I I I I I
Mini ��
y1ir1� fired 109.0{—••_.;_.._.;._.._,.—..�.._..�.._..
/ ion 8 9 10 11 12 13 14
¢{�yr{dej
u
Is'p�c utfy uli ittegi Moisture - /o of Dry Weight
uu �S : w
ad�fDa^r 1p}jT�¢K axiamshomes.com; ceo2456@gmail.com
a ding Department
�' r i I i t I i I t��� Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366