HomeMy WebLinkAboutCompaction TestHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
April 28, 2020
TP CA IL S ENGINEERING
£'.iIVL AND TESTING
Mailing
P0 Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering. net
KSM JOB U: 201936-ld/MH/ct
CONTRACTOR: Gary Martinez
4385 SW Shadd St
Port St Lucie, FL 34953
JOB LOCATION: 1217 Riverbend Trace
Port St Lucie, Florida
PERMIT U: 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,
ç..
/
JuBe E. Keller, '.. c
O44/
04/28/20
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
P0 Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering. net
ZP CA IL S ENGINEERING
.IS.i.IVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
April 27, 2020
2003-0072
Gary Martinez
1217 Riverbend Trace
Port St Lucie, Florida
KSM JOB #: 201936-ld/MH/ct
NUC# 630
Nuc Model: MC-10R-P
Nuc Serial #: 30630
ITEM TESTED: Additions
TEST LOCATION
OF SAMPLE
DEPTH
PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE (P.C.F.)
PERCENT
COMPACTION
1. Center of Addition 011-1211 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
Julie E. Keller, P.E.
President
PE# 68366 4/28/2020
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.
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
XP C4 'L S ENGINEERING
LJ4 AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557
Mailing
P0 Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
April 27, 2020
2003-0072
Gary Martinez
1217 Riverbend Trace
Port St Lucie, Florida
KSM JOB #: 201936-ld/M H/ct
W
E
G
H
T
P
C
D
R
Y
114.0]
113.0
112.0
111.0 .
110.0
109.0
108.0..—..4..—..—.—.—..-4——!————"-
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 4* 68366
4/28/2020
Proudly Serving Florida since 1990