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Headquarters ENGINEERINGTWIM PO Box 78-11377
11345 U.S. Highway 1 _Orlando Sebastian, FL. 32958 N TING Sebastian. FL. 32978
Phone: 772 589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
April 28,2020 KSM JOB#: 201936-1d/MH/ct
CONTRACTOR: Gary Martinez
4385 SW Shadd St
Port St Lucie, FL 34953
JOB LOCATION: 1217 Riverbend Trace
Port St Lucie, Florida
PERMIT M 2003-0072
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the additions at the above referenced
project.
Should you have any question, please feel free to contact our office.
Respectfully,
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Proudly Serving Florida since 1990
Headquarters ENGINEERING Mailing
11345 U.S. Highway 1 � PO Box 78-1377
Orlando Sebastian, FL. 32958 AVI AND TESTING Phone:tlan 772 589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: April 27, 2020 KSM JOB#: 201936-1d/MH/ct
PERMIT M 2003-0072 NUC# 630
CONTRACTOR: Gary Martinez Nuc Model: MC-10R-P
JOB LOCATION: 1217 Riverbend Trace Nuc Serial M 30630
Port St Lucie, Florida
ITEM TESTED: Additions
TEST LOCATION . PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION
1. Center of Addition 0"-12" 51 111.4 113.0 98.6%
2. Center of E.Addition 50 110.3 97.6%
Soil Description:
Brown&Gray Sand
with Shell
In Place Moisture:
5.4%
Proctor Optimum Moisture:
11.0%
Proctor Max.Dry Density:P.C.F.
113.0
@ Test Locations the Density&
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
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
Julie E. Keller, P.E. altered from the approved inspected condition.
President
PE#68366 4/28/2020
Proudly Serving Florida since 1990
Headquarters ENGINEERING PO Box 78-1377
11345 U.S. Highway 1 IP CA IL AN
Orlando Sebastian, FL. 32958is �®/ AND TI N G SebasPhone:tf772 589-0778
12
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: April 27,2020 KSM JOB#: 201936-1d/MH/ct
PERMIT#: 2003-0072
CONTRACTOR: Gary Martinez
JOB LOCATION: 1217 Riverbend Trace
Port St Lucie, Florida
114.0 I I I I I I I
W
E I I I I I I
I I I I I I I I
G 113.0
H I I I I I I I I
T I I I I I I
112.O L. ....... ....... 1.._.._.
P I I I I I I I I
C I I I I I I
111.0 ._.._..�.._.. .._.._.
F I I I I I I I
I I I I I I I I
110.0 T-.._..-T. _I._.._..r.._..,.._.._r_.._..� ..._..-T..— _.
D
R I I I I I I I
Y I I I I I I I I
109.0 _..i.._.._i._.._..i _..i.._.._i._.._..i _..i.._.._.
I I I I I I I I
6 7 8 9 10 11 12 13 14
Moisture-%of Dry Weight
Soil Description:
Brown&Gray Sand
with Shell
Proctor Optimum Moisture:.
11.0%
Proctor Max.Dry Density:P.C.F.
113.0
Julie E. Keller, P.E.
President
PE#68366 4/28/2020
Proudly Serving Florida since 1990