HomeMy WebLinkAboutKSM REPORTKELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED August 30, 2019 S(, N hU JOB # : 191490-1pd/MH/jt
PERMIT # 1907-0061 SY. LucieCoarity PO # : Testa-1906136
CONTRACTOR A & G Pools
JOB LOCATION 5260 NW Dunn Road
Fort Pierce, Florida
ITEM TESTED : Pool Backfill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
West
-
50
111.6
114.9
97.1
2
1' - 2'
50
95.0+
3
2'- 3'
50
95.0+
4
3'- 4'
50
95.0+
5
North
0' -1'
50
112.6
114.9
98.0
6
1' - 2'
50
95.0+
7
2'-3-
50
95.0+
8
T - 4'
50
95.0+
9
East
0' -1'
50
111.9
114.9
97.4
10
1' - 2'
50
95.0+
11
2'-3-
50
95.0+
12
T - 4'
50
95.0+
Soil Description:
Brown Clayed Sand 116.0
W I I I I I
In Place Moisture: E I I I I I
11.2Percent G 115.0L••—• —••
Optimum Moisture: H I I I I I
11.0 Percent T
114.o L••_. I_ — I_ — I I I
Max. Dry Density: I I I I I
114.9 js.10 P.K� eta, C I I I I I
(ci°T 'W- i}b�ihe De6ty & F I
Peiteoiheter ings Inate I I I I I
�he ®egme pac6on laeets D 112.0 L••_.
Pftlq um Required. Rof
—
_ of .�� Y I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
President
Email o: tmcghee@angpools.com; St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366