HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTTip 0 lk It
BY
461n �"hC'HER & MacWILLIAM ENGINEERING AND TESTING, INC.
K E � � L E t� .�_� �:.,
MAR � IN (772437-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX 61) 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
ATE TESTED- October 12, 2018 KSM JOB # : 183584-1d/SS/ct
!PERMIT # 1808-0505
i CONTRACTOR Keith Turner RFc��FD
JOB LOCATION 6604 Paso Robles Boulevard ort
Lakewood Park AS n
Ft. Pierce, Florida z "/9Poepa
ITEM TESTED Compacted Foundation Fill for the Addition Pad
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 41 107.2 110.5 97.0
2. N.E. 42 108.0 if97.7
3. Center 36 105.3 of95.3
4. S.W. 36 105.7 95.7
5. N.W. 38 106.1 96.0
Soil Description: 112.0
Brown Sand W
I I I I I
with Clay E
In Place Moisture: 111.o 4- •-
8.8 Percent H I I I I I
T n-i-t
I IOptimum -Moisture:12.0 Percent 110.0—Max. Dry Density:I110.5 P.C.F. 109.0. FI I@ Test Locations TheIDensity & Penetrometer 108.0• — -D I-t . .
Readings Indicate the
Degree of Compaction Meets Y
Minimum Required 107.0
for Staked Foundation 9 10 11 12 13 14 15
* Pen &esdimgp Taken to Natural Grade. .
F �CITull§�c ed: Moisture - % of Dry Weight
V4
i ♦
.r
• ± r
r
eside ?
IUfaim: Stalkgie County Building Department
tI�IfAe_' cimcast.net
rt�� NAV_ �i��
•l�f llllllellljtCnald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
I ; 10/1 P018 15:05 77258964hV KSM ENGINEERING PAGE 02/02
i
MILER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAq N (772) 337-7765 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAI11413EACH (561) 845-7445 www.smengineering.net MELBOURNE (321) 768-8488
PAX (� 1) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.. i693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM 0 2922
D E TESTED October 12, 2018 KSM JOB # : 183584-1dlSSlct
P i I MIT # 1808-0505 RECEIVED
C 11 ,NTRACTOR Keith Turner
J4� OCT 1.6 2018
LOCATION 6604 Paso Robles Boulevard
Lakewood Park Permitting. Department
St. Lucie County
Ft, Pierce, Florida
It TESTED Compacted Foundation Fill for the Addition Pad
EST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. E. w - 12" 41 107-2 110-5 97.0
2. E- 42 108.0 1197.7
3. enter 36 105.3 if95-3
4, W- 36 105.7 95.7
5. W. 38 106.1 96.0
Soill' ascription: 112,0 1 I I I 1
Bro" n Sand W I
with`' lay. E
In P ce Moisture: 111.0 �•- _.i_.._;.^. �.._.. i .._..�
8,8 ercent H I
T I 1 I I
Opti um Moisture: 110.0 j-- •_.�_.._I. �.._. 1.._..L.._..
12,01 ercent P I I f
I I I I
Max l Dry Density: G I I
110, P.C.F. 109.0 j j._..�..�.-�... �.._..
@ T Ist Locations The I I I
Den ity & Penetrometer 108.0
p.. _.._�,_..�.._.. t-•--.r.._..
Rea ngs Indicate the 1) I I I I I
Degr a of Compaction Meets y I I I I I
Mini l�um Required 10TO �--••— �T—�._..�.._...;...�..; .._.,
for II fthi ration 9, 10 11 12 13 14 15
y�,;•13�Iq - -tlu lien to Natural Grade.
Moisture - % of Dry Weight
e County Building Department
cast. net
gR111! W'
Ronald G. Keller, P.E.: 37293 / SI Lio_ No.: 860 1 Julie E. Keller, 1168366