HomeMy WebLinkAbout219717-1d 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
November 29, 2021 KSM JOB # :219717-1d/BS/jam
CONTRACTOR:Heard Construction Inc.
95 E. Hall Road
Merritt Island, FL 32953
JOB LOCATION:Fort Pierce Inlet State Park
905 Shorewinds Drive
Fort Pierce, Florida
PERMIT #:
Respectfully,
PE # 68366 11/29/21
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the Bottom of Grade Beam for New Restroom
at the above referenced project.
Should you have any questions, please feel free to contact our office.
Julie E. Keller, P.E. President
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Proudly Serving Florida since 1990
Email: hearl@heardconstruction.com
Certified Women Owned Business - WBE
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
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 # :219717-1d/BS/jam
NUC #456
Nuc Model:MC-1 Elite
Nuc Serial #:31456
Fort Pierce Inlet State Park
905 Shorewinds Drive
Fort Pierce, Florida
Bottom of Grade Beam for New Restroom
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"45 102.3 106.4 96.1%
2 N.W.""101.9 "95.8%
3 Center ""103.0 "96.8%
4 N.E.""101.5 "95.4%
5 S.E.""102.0 "95.9%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
11/29/2021
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.
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
ITEM TESTED:
Soil Description:
TEST LOCATION
OF SAMPLE
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
8.0%
PE # 68366
for Unstaked Foundation
106.4
JOB LOCATION:
Brown Sand
CONTRACTOR:Heard Construction Inc.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:November 24, 2021
In Place Moisture:
PERMIT #:
Email: hearl@heardconstruction.com
10.0%
Julie E. Keller, P.E. President
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:KSM JOB # :217237-2d/MH/jam
PERMIT #:
CONTRACTOR:Heard Construction Inc.
JOB LOCATION:Fort Pierce Inlet State Park
905 Shorewinds Drive
Fort Pierce, Florida
Soil Description:
Brown Sand
Proctor Optimum Moisture:
10.0%
Proctor Max. Dry Density: P.C.F.
106.4
Julie E. Keller, P.E. President
PE # 68366 11/29/2021
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
November 24, 2021
SOIL COMPACTION REPORT
ASTM D 1557
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Certified Women Owned Business - WBE
Proudly Serving Florida since 1990
101.0
102.0
103.0
104.0
105.0
106.0
107.0
108.0
5 6 7 8 9 10 11 12 13
W
E
I
G
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight