HomeMy WebLinkAboutKMS Soil Compaction ReportHeadquarters
11345 U.S. Highway 1
IV C Sk t ENGINEERING
PO Box 78-11377 lin
Sebastian, FL. 32958
�,N,� AND TESTING
Orlando
,�, Phone:
772 589 0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
August 24, 2021 KSM JOB #:
195235-2d/BS/jam
PERMIT #: 2 (2
d NUC #
3 2 � Nuc Model:
528
MC-IDR-P
Nuc Serial M
MD049528
CONTRACTOR:
R & E Loader Service, Inc.
JOB LOCATION:
3000 Brocksmith Road
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill -1st & 2nd Lift
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 S.W. '
1211- 2411 45 109.6 111.5
98.3%
2 Center
110.5 1199.1%
3 N.E.
110.1
98.7%
4 N.W.
011-1211 If111.3
99.8%
5 S.E.
11 it111.0
99.6%
Soil Description:
Brown Sand with Traces of Shell
In Place Moisture:
10.8%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
111.5
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets 00........I///
Minimum Requirement `��,J�►�E KE���
for Unstaked Foundation�.� �,••' �./GENBF'•:� ���
Respectfully Submitted:. No. 6BS66
Digitdly,
Signed* '
This lam has been deetranicollyafgnedand �•, STATE OF
sealed byJelle Keller. P.E. Ft.l1. 68366 an Julie K . • ,� ••
the data stated directlymthe dgM ashy. ' •, XORIOp••'♦�
digRnlslemture. 'i .1 • •.......
•
Primed copies of this doament ans at Date:
mmldered signed and sealed and ���
.lenattre mast be—ibed an any desn.k 2021.08.25 ///�►►111 ►��
copies.
13:32:24
Julie E. Keller, P:p4;Qment
113.0 i — I— -- —I-
W I I I I I I I
E112.0 L... _.._...�.._.._...�..�.._.,_.._
I i I I I I
G 111.0HT110.0
P ••Iiii ——••.•..1JyII ....__..,III__....4tIII ....___•IIIi..___.....I�.\1L.
l .
1o9T—./_I-4-_i_j_s.4yI
...__.iIi
_........_
C108.0F
. I I I I I
107.0 •• '
R 106.0—..y.._.t_...}.._t._..r..y.._.t_..�
Y 7 8 9 10 11. 12 13 14 15
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain the tested area
in the condition that KSM completed the indicated passed
compaction test. KSM is not responsible if the tested area has
been altered from the approved inspected condition.
PE # 68366 8/25/2021
Email to: mcarthuresther@bellsouth.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
T,kP C 19 ENGINEERING
Iii117UML AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED: October 20, 2021
PERMIT #:
CONTRACTOR: R & E Loader Service; -Inc.
JOB LOCATION: 3000 S. Brocksmith Road
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 195235-3d/BS/jam
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED: Compacted Foundation Fill - 3rd and Final Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C:F) COMPACTION
1 S.W. 011- 1211 40 107.9 111.5 96.8%
2 Center
3 N.E.
4 N.W.
5 S.E.
Soil Description:
Brown Sand with Traces of Shell
In Place Moisture:
9.2%
11 " 108.2
11 " 107.3
1211- 2411 11108.4
11 it 108.9
Proctor Optimum'Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
111.5
@ Test Locations the Density &
Penetrometer readings indicate the
97.0%
96.2 %
97.2%
" 97.7%
113.0 I I I I I I I
W t l l l l l t l
E 112.0
I
G 111.0 ..-�.._l._..I_.. .._l._ J_..1.._
H I I I I I I I
T
0.0
P Y I I I I I I I
109.0 4—.._.._•.
108.0 T-.. .. �._..�_.. � .._�._. �_.. .._
F I I I I I I I
Degree of Compaction Meets `11111111f111,ft 107.0 •• ••—I•—••I—••a-••—I•—•a—••-I-••—
Minimum Requirement Kett
for Unstaked Foundation �� �J•• •GEN ��
Respectfully Submij d : 7 8 9 10 11 12 13 14 15
UIg1.ally' No. W366 o
sigrt�* key Julie* Moisture - /o of Dry Weight
This (tern has been elecironlcalN signed and
sealed by Julie Keger, P.F. R. Lk fiB%b on Kell# °,p ••• .• Z Disclaimer: Contractor is responsible to maintain the tested area
the date stated dlrecty to the dght uvnga
Date.'
' 0.t►•'•• STATE OF • Q►`� in the condition that KSM completed the indicated passed
P'lad-pies of this doamentarenot I ��OIR�OQ!••�•. ��
-°=deredsgnedandsealedandthe i �j�compaction test. KSM is not responsible if the tested area has
nut be wrifled on any elemonic !1
-pies slgnaone 2021.
�7
�i110NAL� been altered from the approved inspected condition.
16:41:53
-04'00'
Julie E. Keller, P.E. President
PE # 68366 10/21/2021
Email to: mcarthuresther@bellsouth.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business- WBE