HomeMy WebLinkAboutCompaction Test IV cy 1 ff
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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 June 7, 2017 KSM JOB# : 171789-1d/MH/cc
PERMIT# 1703-0675
CONTRACTOR Associated Homes
JOB LOCATION 5317 Palmetto Drive
Fort Pierce, Florida
ITEM'TESTED Compacted Foundation Fill for thffHouse-Pad — — - - - - - -
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION =-
1. S.W. 0" - 12" 50 103.8 107.3 96.7
2. N.W. 50 103.3 96.3
3. Center 50 104.1 97.0
4. S.E. 50 102.7 95.7
5. N.E. 50 103.1 96.1
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture V\/ 108.0 ,
I I I I I
15.9 Percent E I I I I I
I I I I I I
L.._..1.. .._..
Optimum Moisture: H 107.0 �••—•• . .._.._I.._.._,
12.2 Percent T I I I I
I I I I I
Max. Dry Density: P I I I I I —
107.3 P.C.F. 106.0 J—.._..t.. *.._..1.._..�.._. —1.._.._•
C I I I I I
@ Test Locations The I I I I I
Density & Penetrometer F _ I _
Readings Indicate the 105.0
I I I I I
Degree of Compaction Meets D I I I I I
d R I I I I I
tion Y 104.0 ------4.._.. �.._.._L._.•—,
to Natural Grade. 9 10 11 12 13 14 15
R ect brtiitte
Moisture-%of Dry Weight
= '�� II P d RECEIVED JUN 18 2017
''sir• •• ...,.•.''��� ,ate
c�l?$ociatedhomes.net
Fa 19m �l O St. Lucie County Building Department
Ronald G. Keller, P.E.:37293/SI Lie. No.:860 / Julie E. Keller, P.E.:68366
Top 'L 9
A% JLVA
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 wvvw.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 June 7, 2017 KSM JOB# : 171789-1 d/MH/cc
PERMIT# 1703-0675
CONTRACTOR Associated Homes
JOB LOCATION 5317 Palmetto Drive
--- - Fo.rt:P_ier-ce, Florida. -
ITEM TESTED Compacted Foundation Fill for the House Pad
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50 103.8 107.3 96.7
2. N.W. 50 103.3 96.3
3. Center 50 104.1 97.0
50 102.7 95.7
5' N.E. 50 103.1 96.1
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture W 108.0 ,
15.9 Percent E
I I I I I
L.._..1.. 1.._..
Optimum Moisture: H 107.0 -
12.2 Percent T I I I I
I I I I I
Max. Dry Density: P I I I I I
107.3 P.C.F. 106.0 l—.._.. r .. t .._..rt.._..�.._. _�.._.._.
C I I I I I
@ Test Locations The I I 1 I
Density & Penetrometer F
Readings Indicate the 105.0
I I I I I
Degree of Compaction Meets D I I I I I I
M`iW M 8 u ired R I I I I I
Y 104.0 ...t..._..-A..— —
Y�ken to Natural Grade. 9 10 11 12 13 1`4 15
pectfull tied:
• NO/S 8S Moisture-%of Dry Weight
RECEIVED JUN 13 2017
ssociatedhomes.net
�7i i I I : St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293/-SI Lic. No.:860 / Julie E. Keller, P.E.:68366