HomeMy WebLinkAbout216577-2d Compaction REVISED signedHeadquarters 1W 10 Z t ENGINEERING
Sebastian, FLIg329 81 A% 171\/i AND TESTING
Orlando
723 Progress Way
Sanford, FL. 32771
REVISED: PERMIT ADDED September 15, 2021
September 15, 2021
CONTRACTOR: Ron Raymond Construction, Inc.
P.O. Box 12058
Fort Pierce, FL 34979
JOB LOCATION:
PERMIT #:
To Whom it may concern,
18103 Bridle Way
Fort Pierce, Florida
21050729
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 216577-2d/BS/jam
Enclosed, please find the nuclear density test results performed on the 2nd & 3rd lifts at the above referenced
project.
Should you have any questions, please feel free to contact our office.
Respectfully,
This item has been electronically signed and
sealed by Julie Keller, P.E. FI. Lic. 68366 on
the date stated directly to the right using a
digital signature.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
Digitally signed
by Julie Keller
Date:
2021.09.15
09:26:41-04'00'
Julie E. Keller, P.E. President
PE # 68366 09/15/21
Email: raymond24@bellsouth.net
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
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
Headquarters ZP CM t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 i%17A1/i AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way C.A.# 5693
Sanford, FL. 32771 KSMengineering.net
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
REVISED: PERMIT ADDED September 15, 2021
DATE TESTED:
August 23, 2021
KSM JOB #:
216577-2d/BS/jam
NUC #
528
PERMIT #:
21050729
Nuc Model:
MC-IDR-P
Nuc Serial #:
MD049528
CONTRACTOR:
Ron Raymond Construction, Inc.
JOB LOCATION:
18103 Bridle Way
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
- 2nd & 3rd Lifts
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
24"-36" 40
108.9
111.2
97.9%
2 Center
45
109.3
98.3%
3 S.W.
45
109.9
98.8%
4 S.E.
12"-24" 45
110.2
99.1%
5 N.W.
" 45
110.0
98.9%
Soil Description:
Brown Sand with Traces of Shell
In Place Moisture:
10.8 %
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
111.2
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets Disclaimer: Contractor is responsible to maintain
Minimum Requirement the tested area in the condition that KSM
for Unstaked Foundation completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
Julie E. Keller, P.E. President altered from the approved inspected condition.
PE # 68366 9/15/2021
Email: raymond24@bellsouth.net
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
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
Headquarters 1W 10 Z t ENGINEERING
Sebastian, FLIg329 81 A% 170,LVL AND TESTING
Orlando
723 Progress Way
Sanford, FL. 32771
SOIL COMPACTION REPORT
ASTM D 1557
DATE TESTED: August 23, 2021
PERMIT #: 21050729
CONTRACTOR: Ron Raymond Construction, Inc.
JOB LOCATION: 18103 Bridle Way
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 216577-2d/BS/jam
113.0 I I I I I I I
W
E I I I I I I I I
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G I I I I I I I I
H �..—..�..—..—
T
I I I I I I I
110.0
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F 109.0 —.. i ..—..—i.—.. i —.. i ..—..—i.—..—..�..—..—
• I I I I I I I I
108.0 y—..—.. —..—.—..—..r—..—..-T..—..—I.—..—..11—..—..-T..—..—
D
R I I I I I I I I
Y107.0..—....—..—.—..—..I.—..—..F-..—....—..—
I I I I I I I I
106.0—..—....—..-1.—..—....—..4..—..-1.—..—..r..—..�..—..—�
7 8 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Soil Description:
Brown Sand with Traces of Shell
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
111.2
Julie E. Keller, P.E. President
PE # 68366 9/15/2021
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
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE