HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED
BY
KELLER, I,RGC M� ER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, S�BASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 www.ksmengmeering.net
PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@ SMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 1 FAX (772) 589-6469
5014 !POM PACTIO : REPOR i
AS°- M 1) 1647 and A TM D 4;921
DATE TESTED ugly Q; 201 ; KSM JOB#, : 182226-1 d/MH/jl
PERMIT # 1805-0266
CONTRACTOR Jeff Keegan
JOB LOCATION 16101 Carlton Adams Road
Fort Pierce, Florida
ITEM TESTED Shed Pad --- -
TEST LOCATION * PEN DRY. MAX. DRY PERCENT
QF1 p DEPTH READ 1�14— T. P O'C T O A.' L CC I�✓yPA�..T1CflN
SAI IPLE "IE if PR' P'+ l ! I e O
112.2._ 99.3
2.!e nter 50 108.3 9.
3.... SW`' S0 107,52 .95.9
Soil Description:
Brown $anid with Sheil 113,0 a
and T Fsc4S of Clay .
!n Piave0oisture: l
7.7 Percent
Optimum Moisture;
11..6 Percent T Q
Max. Dry Density: R
112,2 P.C.F. P Y 111.E
I
@ Test Locations The C
Density & Penetrometer
Readings Indicate the IF 110.0—
Degree. of,_CoEnpaction Meets
3.. T0.
. 11 12 13 14
-1.en1111s"
Mei6th ire - % of pry Waich#
Ronald G. Keller, P.E.: 37293 / Sl jLic. No.: 860
/ Julie E. Keller, P.E.: 68366
07/06/2018 15:47 7725�--'01469 KSM ENGINEER; PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEeASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.komengineering.net MELBOURNE (321) 768-841516
FAX (561j 945-8876 E-Mail: KSM(cZ'KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL 001�11 ACTION REPOF T
AS"TM D 1667 and ASTM D 2922
DATE TESTED .duly 6, 2018 KSM JOB #.: 182226-1 d/MHrjl
PERMIT # 1805.0266
CONTRACTOR Jeff Keegan RECEIVED
JOB LOCATION 16101 Carlton Adams Road JUL 0-6 7010
Fort Pierce, Florida
Permitting Department
St. Lucie County
ITEM TESTED Shed Pad
TEST LOCATION DEPTH PEN I DRY MAX. DRY PERCENT
OF SAMPLE REA'. PEN,03 Y PROCTOR VALUE COMPACTION
1: N.E. �i'" �'12 a f�' 111,4 112 2 99.3
2. Cgnte.r 50 108.3 " 96.6
3. S,W. 50 107.6 95.$
Soil Description:
Brown $and with Sheil 113.0 f
l 1 I I ( I
and Traces of Clay 1 a I I
In Place Moisture:
7.7 Percent
?.0
_.jIII
_—
Optimum Moisture: -
11.6 Percent T D
Max. Dry Density:
112.2 P.C.F. P Y 111.0
@ Test Locations The .._�..
I
Density & Penetrometer
Readings Indicate the F 114•0 j--..-.j_.._€._..�.._.. j ..�..j_..._.
Degree of. Compaction Meets
Minimu quired
for�1 .8. to' ation.
i
,+�►1� n to Wgrel Grade, ' '109.0 .L..._,;e.,.._.,,.•��..,,........T.._..Y,.,.._..,.,-:._:, .
toed+ $ 9 1i7 11 12 13 14
Moisture - Q/e of Dry Weight
Qountty sujidl::g Ott
partrrlenl
1111SI+S
Ronald G. Keller, P E.: 37293 / SI1Lic. No.: 860 / Julie E. Keller, P.E.: 68366