HomeMy WebLinkAboutKSM REPORTSKELLER, 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 December 12, 2016 KSM JOB # : 163387-1 d/ES/aj
PERMIT # 1609-0410 SCANNED
CONTRACTOR BKV Homes BY
St. Lucie County
JOB LOCATION 2506 Tamarind Drive
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST -LOCATION DEPTH "PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 40
110.3
112.0 98.5
2. N.W. 42
108.4
96.8
3. Center .., 40
108.7
97.1
4. S.W. 44
107.7
96.2
5. S.E. 40
108.6
97.0
Soil Description:
Brown Sand
W
113.0 1
I I I I I
E
I
I I I I I
In Place Moisture:
I
I
I I I I I
8.8 Percent
H
112.0
Optimum Moisture:
T
I
I I I I I
I I I I
11.0 Percent
P
I
I I I I
Max. Dry Density:
C
111.0 4 ..—..I—..
I
.1_.._.r_.._.I._.. I._.._
112.0 P.C.F.
I I I I
F
I
I I I I
@ Test Locations The
Density &Penetrometer
110.�
0 '
I I I I I
Readings Indicate the
D
I
I I I I I
Degreq,.ofQb!!p ;ion Meets
R
4�
109.0 8 .._.9.._.110.._111
12 113 14
P gt,ReadingS Taken to'dVatural Grade.
Resk itt,
Moisture % Dry Weight
•:
- of
s `I;
RECEIVED DEC 19.2016
f*
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
12/13/20IG 18:06 7725296469 KSM ENGINEERIM PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337.7755 P.O. BOX 78-1.377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) W-7445 wwaw.ksmengineering.not MELBOURNE (321) 768.8488
FAX (561) 345-8676 E-Mail: KSMOKSMENGINEERING.NET ST LUCIE (772) 229-9093
C.A.: 6693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT*
CONTRACTOR
JOB LOCATION
December 12, 2016
1609-0410
BKV Homes
2506 Tamarind Drive
Ft. Pierce, Florida
KSM JOB # : 163387-1 d/ES/aj
SCANNED
BY
St. Lucie County
ITEM TESTED : Compacted Foundation Fill
TEST LOCATION DEPTH "PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" -12" 40 110.3 112.0 98.5
2. N.W. 42 108.4 96.8
3. Center 40 108.7 97.1
4. S.W. 44 107.7 95.2
5. S.E. 40 108.6 97.0
Soil Description: 113.0 T I I I I I
Brown Sand W
E I I I I I 1
In Place Moisture: I I I I I I I
8.8Percent H 112.0—L_.._L----
I I 1 I I
Optimum Moisture: T I I I I I
11.0 Percent p I I I I I
Max. Dry Density: 111.0 �• — •j—•• •j—••_.f_.._�._.. j._.. _
112.0 P.C.F. l I I I I
F I I I I I
@ Test Locations The l I I I I I
Density &Pam ometer 110.0 1-••_.,._.._.._.._.._.._..._.._.._.._
Rea §' dig,, I I I I I
"%i R I I I t 1
De �4�f �i 'ilQeets Y I I I I I I
� !
109.0 iba—.._. i_.._.j_.._.j_.._.j._.._j._.._
r Uts ke anon.
�',� � 8 9 10 11 72 13 14
r Pe a to flatural Grade.
. ectfci tt ? Moisture- Yo of Dry Weight
resift) �'„s����•- RECEIVED DEC 14,2016
INaIrt0O: St, Lucie County Building Department
Email to: msalas8347@gmail.com.com
Ronald G. Keller, RE.: 37293 / SI Lic, No.: 800 / Julie E. Keller, P.E.: 68366