HomeMy WebLinkAboutCompaction TestHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
May 14, 2021
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
J.M. Reid Construction
4220 70th Ave
Vero Beach, Florida 32967
10511 Oakbridge Court
Fort Pierce, Florida
2102-0513
J
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 203398-2d/JM/bm
Enclosed, please find the nuclear density test results performed on the 2nd Lift for the Main House & Detached
Garage at the above referenced project.
Should you have any questions, please feel free to contact our office.
Respectfully,
This Item has been electronlca l ly signed and
sealed by Bryan E. Dahlke, PE FL Lic. 81439
on the date stated directly to the right using
a digital signature.
Printed copies of this documents are not
nsidered signed and sealed and the
signature must be verified on any electronic
copies.
Bryan E. Dahlke, P.E. V.P. of Engineering
PE # 81439 05/14/21
Email: julian@jmreidconstruction.com
Digitally
signed by
Bryan E Dahlke
Date:
2021.05.14
08:42:32
-04'00'
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
1W C IL �
ENGINEERING
Mailing
11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
1 %%
AND TESTING
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: May 13, 2021 KSM JOB #: 203398-2d/JM/bm
PERMIT #: 2102-0513 NUC # 215
Nuc Model: MC-IDR-P
CONTRACTOR: J.M. Reid Construction Nuc Serial #: MD80404215
JOB LOCATION:
10511 Oakbridge Court
Fort Pierce, Florida
ITEM TESTED:
2nd Lift for the Main House & Detached Garage
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
House
1 N.E.
0" - 12" 15D
107.9 108.6
99.4%
2 S.E.
16D
108.3
99.7%
3 Center
15D
107.5
99.0%
4 S.W.
14D
105.9
97.5%
5 N.W.
14D
106.2
97 8°%
Garage
6 N.E.
0" - 12" 15D
106.8
98.3%
7 Center
15D
107.7
99.2%
8 S.W.
14D
106.0
97.6%
Soil Description:
Dark Brown Soil
In Place Moisture:
15.0 %
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
108.6
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets Disclaimer: Contractor is responsible to maintain
Minimum Requirement the tested area in the condition that KSM
for Staked Foundation completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
Bryan E. Dahlke, P.E. V.P. of Engineering altered from the approved inspected condition.
PE# 81439 5/14/2021
Email: julian@jmreidconstruction.com
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
1W C Sk �
ENGINEERING
Mailing
11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
17 LVL
AND TESTING
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557
KSMengineering.net
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
W
E
I
G
H
T
P
C
F
D
R
Y
May 13, 2021
2102-0513
J.M. Reid Construction
10511 Oakbridge Court
Fort Pierce, Florida
KSM JOB # : 203398-2d/JM/bm
110.0 I I I I I I I
I I I I I I I I
109.0..—....—..-1.—..—...—..—..�..—..�..—..—,
I I I I I I I
108.0—..—.. �..—..—�.—..—..� —.. �.—�.—..— .� —.. �..—..—.
I I I I I I
I I I I I I I I
107.0..—....—..—j.—..—...—..—..�....—..—,
I I I I I I I
106.0 .—..—._..1.._..-1.—..—..L_.._..1..—..—.
I I I I I I I I
I I I I I I I
105.0 i —.. i..—.. I.—..—..i —.. i..—..—i.—.....i —.. i..—..—.
I I I I I I I I
104.0..—....—..—.—..—....—....—..—j.—..—..�..—....—..—.
I I I I I I I I
103.0--..—.. �..—..—�.—..—..� —.. �..—..—�.—..—..� —.. �..—..—�
7 8 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Soil Description:
Dark Brown Soil
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
108.6
Bryan E. Dahlke, P.E. V.P. of Engineering
PE# 81439 5/14/2021
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