HomeMy WebLinkAbout217835-1d Compaction REVISED 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
October 1, 2021 KSM JOB # :217835-1d/MR/jam
CONTRACTOR:Coastal Construction of the Palm Beaches
Joe Profeta
2336 SE Ocean Blvd, Ste 224
Stuart, Florida
JOB LOCATION:Vero Beach Ocean Club
2495 Highway A1A
Vero Beach, Florida
PERMIT #:
Respectfully,
PE # 68366 10/01/21
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Certified Women Owned Business - WBE
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the 1st Lift of the Building Pad at the above
referenced project.
Should you have any questions, please feel free to contact our office.
Julie E. Keller, P.E. President
Email: joeprogc@comcast.net; islandvillagesfb@gmail.com
Proudly Serving Florida since 1990
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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 #:217835-1d/MR/jam
NUC #276
Nuc Model:MC-DR
Nuc Serial #:MD40107276
Vero Beach Ocean Club
2495 Highway A1A
Vero Beach, Florida
1st Lift of the Building Pad
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"47 107.6 108.2 99.4%
2 S.E."48 108.0 "99.8%
3 Center "47 106.9 "98.8%
4 N.W."47 106.5 "98.4%
5 N.E."47 107.3 "99.2%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
10/1/2021
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
10.9%
PE # 68366
for Staked Foundation
108.2
JOB LOCATION:
Brown Sand
CONTRACTOR:Coastal Construction of the Palm
Beaches
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE REVISED-CONTRACTOR October 1, 2021
DATE TESTED:September 28, 2021
In Place Moisture:
PERMIT #:
Email: joeprogc@comcast.net; islandvillagesfb@gmail.com
12.0%
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 REVISED-CONTRACTOR
DATE TESTED:KSM JOB # :217835-1d/MR/jam
PERMIT #:
CONTRACTOR:Coastal Construction of the Palm Beaches
JOB LOCATION:Vero Beach Ocean Club
2495 Highway A1A
Vero Beach, Florida
Soil Description:
Brown Sand
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
108.2
Julie E. Keller, P.E. President
PE # 68366 10/1/2021
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
October 1, 2021
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
September 28, 2021
103.0
104.0
105.0
106.0
107.0
108.0
109.0
110.0
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