HomeMy WebLinkAbout215955-3d compaction signed/COMPACTION TESTHeadquarters
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 15, 2021 KSM JOB # :215955-3d/BS/ct
CONTRACTOR:Thompson's Remodeling
P.O. Box 430
Vero Beach, Florida
JOB LOCATION:Indian River Spirits
3196 N Kings Highway
Fort Pierce, Florida
PERMIT #:20120517
Respectfully,
PE # 68366 11/15/21
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Email: remodeler00@gmail.com; michelle@thompsonsRemodeling.com
Certified Women Owned Business - WBE
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the backfill over the force main at the above
referenced project.
Should you have any questions, please feel free to contact our office.
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
KSM JOB #:215955-3d/BS/ct
NUC #528
Nuc Model:MC-1DR-P
Nuc Serial #:MD049528
Indian River Spirits
3196 N Kings Highway
Fort Pierce, Florida
Backfill over the Force Main - See Attached Location Plan
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 Location #7 0' - 1'40 112.9 115.2 98.0%
2 Location #7 1' - 2'"113.9 "98.9%
3 Location #7 2' - 3'"114.4 "99.3%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
11/15/2021
Email: remodeler00@gmail.com; michelle@thompsonsRemodeling.com
15.3%
Julie E. Keller, P.E. President
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
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.
In Place Moisture:
ITEM TESTED:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:October 22, 2021
PERMIT #:20120517
Traces of Clay
TEST LOCATION
OF SAMPLE
JOB LOCATION:
Gray Brown Sand with
CONTRACTOR:Thompson's Remodeling
Soil Description:
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
10.3%
PE # 68366
115.2
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:October 22, 2021 KSM JOB # :215955-3d/BS/ct
PERMIT #:20120517
CONTRACTOR:Thompson's Remodeling
JOB LOCATION:Indian River Spirits
3196 N Kings Highway
Fort Pierce, Florida
Soil Description:
Gray Brown Sand with
Traces of Clay
Proctor Optimum Moisture:
15.3%
Proctor Max. Dry Density: P.C.F.
115.2
Julie E. Keller, P.E. President
PE # 68366 11/15/2021
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
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
103.0
104.0
105.0
106.0
107.0
108.0
109.0
110.0
111.0
112.0
113.0
114.0
115.0
116.0
117.0
10 11 12 13 14 15 16 17 18 19
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight
NOT TO SCALE
20211111215955-3d
PROJECT:
DATE:
SCALE:
SHEET OF DRAWN BY:
DESIGNED BY:
PROJECT #:
C.V.
J.K.
1
Indian River Spirits, 3200 N. Kings Highway, Fort Pierce, Florida
PERMIT #:
1
LOCATION OF SOIL TESTING
LOC-7