HomeMy WebLinkAbout212742-1d Compaction - signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
April 12, 2021 KSM JOB # :212742-1d/MH/ct
CONTRACTOR:Matt Holt
127 NE Estia Lane
Port St Lucie, FL 34983
JOB LOCATION:127 NE Estia Lane
Port St Lucie, Florida
PERMIT #:2009-0604
Dear sir,
Should you have any question, please feel free to contact our office.
Respectfully,
Julie E. Keller, P.E.President PE # 68366
Bryan E. Dahlke, P.E.V.P. of Engineering PE # 81439
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 04/12/21
Email to: holtshelpinghands@gmail.com
Enclosed, please find the nuclear density test results performed on the addition at the back of the house at the
above referenced project
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # :212742-1d/MH/ct
NUC #528
Nuc Model:MC-1DR-P
Nuc Serial #:MD049528
Port St Lucie, Florida
FAILED
A)Gray Sand FAILED FAILED
B)Brown Sand & Hard Pan
#DEPTH Moisture PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR
VALUE (P.C.F.)
PERCENT
COMPACTION
1 0" - 12"4.3%50 105.9 A 108.4 97.7%
2 "4.3%"106.1 A 108.4 97.9%
3 "4.3%"106.2 A 108.4 98.0%
4 E. Slab "4.9%"111.6 B 114.4 97.6%
5 "4.9%"112.6 B 114.4 98.4%
6 "4.9%"112.3 B 114.4 98.2%
@ Test Locations the Density &
Penetrometer readings indicate the
Minimum Requirement
V.P. of Engineering
PE # 81439 4/12/2021
Proudly Serving Florida since 1990
TEST LOCATION
OF SAMPLE
E. Footer
Bryan E. Dahlke, P.E.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
Center Slab
N. Slab
Addition at the Back of the House
4/9/2021
2009-0604
S. Footer
N. Footer
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.
for Staked Foundation
Degree of Compaction Meets
DATE TESTED:
PERMIT #:
CONTRACTOR :
JOB LOCATION:
MATERIAL:
ITEM TESTED:
Matt Holt
127 NE Estia Lane
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:4/9/2021 KSM JOB # :212742-1d/MH/ct
PERMIT #:
CONTRACTOR :Matt Holt
JOB LOCATION:127 NE Estia Lane
Port St Lucie, Florida
Soil A Description:
Gray Sand
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
108.4
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 4/12/2021
SOIL COMPACTION REPORT
ASTM D 1557
2009-0604
Proudly Serving Florida since 1990
103.0
104.0
105.0
106.0
107.0
108.0
109.0
7 8 9 10 11 12 13 14 15
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:4/9/2021 KSM JOB # :212742-1d/MH/ct
PERMIT #:
CONTRACTOR :Matt Holt
JOB LOCATION:127 NE Estia Lane
Port St Lucie, Florida
Soil B Description:
Brown Sand & Hard Pan
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
114.4
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 4/12/2021
SOIL COMPACTION REPORT
ASTM D 1557
2009-0604
Proudly Serving Florida since 1990
109.0
110.0
111.0
112.0
113.0
114.0
115.0
6 7 8 9 10 11 12 13 14
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight