HomeMy WebLinkAboutSoil Compaction ReportHeadquarters
ENGINEERING
Mailing
PO Box 78-1377
11345 U.S. Highway 1
WUK
Sebastian, FL. 32958 AMN I AND TESTINGSebastian, FL. 32978
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: January 21, 2021
KSM JOB #:
210335-1d/SS/ct
PERMIT #: Or1�0-05+2�7 %
RECEIVED NUC #
215
CONTRACTOR: Dave Golden Homes
MAY 2 4. T021 Nuc Model:
MC-IDR-P
JOB LOCATION: 3601 Arnold Road
Permitting Department Nuc Serial #:
MD80404215
Fort Pierce, Florida
St. Lucie Countv
ITEM TESTED: Compacted Foundation Fill - 2nd & Final Lift
TEST LOCATION PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. N.E. 24" - 36" 40
108.9 111.8
97.4%
2. Center it38
107.4 "
96.1%
3. S.W. It41
107.8
96.4%
4. S.E. 12" - 24" 42
108.0
96.6 %
5. Center " 44
109.0
97.5%
6. N.W. 46
109.2
97.7%
Soil Description:
Brown Sand with Clay
113.0 1 I I I I
I
W
I I I I I
I
E
I I
I
In Place Moisture: I
I I I
112.0---1----4----4---4---I-----
12.8% G
I I I I
I
H
I I I I I
I
Proctor Optimum Moisture: T
13.0%
111.0--r-- --�--
--r---
P
I I I I I
I
Proctor Max. Dry Density: P.C.F.
I I I I I
I
111.8 C
110.0 L----1--1--J-- L---.
I
@ Test Locations the Density & F
I I I
I I I I I
Penetrometer readings indicate the
I I I I I
I
109.0
Degree of Compaction Meets
I I I I I
I
Minimum Requirement D
I I I I I
I
108.0--------------Ir---,
yR
Re`RW%1ly 501pitted: 10 11 12 13 14 15 16
' 41h c N qy� F!.,� Digitally Moisture - % of Dry Weight
Qr `'` sF ' .•t�'� signed by
Disclaimer: Contractor is responsible to maintain
No.81439 �mhi�mn.hn..iem..�nv.is e.a Bryan E
• dby&p E DahI4e,PEFLlk.91°39 the tested area in the condition that KSM
• *—o'm.en.:need—yt.m-iahtW.& Dahlke
— —•°'e' °�~ completed the indicated passed compaction test.
— Prm[N mPno3Nisdoamenbaiemt
41,,� K'h o . tr. k Date: KSM is not responsible if the tested area has been
i O STATE OF 4 .^P;
!�toelDp. ' # 2021.01.22 altered from the approved inspected condition.
.......
0 14:40:39
Bryan�E' A e, P.E. -05 OO
V.P. of Engineering
PE # 81439 1/22/2021
Email to: dave@davegoldenhomes.com
Proudly Serving Florida since 1990
Headquarters Mailing
11345 U.S. Highway 1 ff -ENGINEERING PO Box 78-1377
Sebastian, FL. 32958 Sebastian, FL. 32978
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: January 13, 2021 KSM JOB #: 210335-1d/CH/jo
RYw,
PERMIT #:�J/' RECEIVED NUC # 417
CONTRACTOR: Dave Golden Homes MAY` 2 4, 2021 Nuc Model: 3500
JOB LOCATION: 3601 Arnold Road Permitting Department Nuc Serial #: 3417
Fort Pierce, Florida St. Lucie Countv
ITEM TESTED: Compacted Foundation Fill -1st Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. 0" - 12" 50+ 109.9 111.8 98.3% -
2. S.W. 110.3 98.7%
3. Center 110.1 98.5%
4. N. E. 109.6 98.0%
5. N.W. 110.4 98.7%
Soil Description: 113.0 I I I I I
Brown Sand with Clay E
i I I I I I I
In Place Moisture: G 112.0 4— I -- I -- I -- J---I --.
I I I I I
11.9% H I I I I I I
T I I I I I
Proctor Optimum Moisture: 111.0--�-- ---i-- --�--
13.0% P I I I I I I
I I I I I I
Proctor Max. Dry Density: P.C.F. C I I I I I I
111.8 110.0-----F---F---I-- 1----
F I I I I
@ Test Locations the Density & I I I I I I
Penetrometer readings indicate the 109.0 I I I I 1 I
Degree of Compaction Meets D 7 I I I I I
Minimum Requirement Y
for Unstaked Foundation 108.0-- 1 I I I I
R`',*§k Ei '1d6j9ytt d• 10 11 12 13 14 15 16
�� yp .......134, Digitally
`����•• '�,�cEN�F �i�� �� Signed by Moisture - % of Dry Weight
No. 87439 Bryan E Disclaimer: Contractor is responsible to maintain
� � me ic<m m=bam a<rnoawnnk.a am
ale06y Bryan E.OiNtr, PE FL VC.B1E39 the tested area in the condition that KSM
dfiigit EaseNw=H r.. ElrecBY n Bs rlBMoanB. Dahlke
a�.�e
�•p �_ oetlwo,..a�d�.m..a9r.�1 completed the indicated passed compaction test.
aara1. Date:
slgiature t Ee w f donama�ectraJc
0 STATE OF �(/�� �musKSM is not responsible if the tested area has been
!�XORIV.. 2.� 2021.01.14 altered from the a ♦ � pproved inspected condition.
0 10:28:44
Bryan E. Dahlke, P.E. —05 OO .
V.P. of Engineering
PE # 81439 1/14/2021
Email to: dave@davegoldenhomes.com
Proudly Serving Florida since 1990