HomeMy WebLinkAbout201117-8d 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
October 23, 2020 KSM JOB # :201117-8d/CH/jo
CONTRACTOR:J.M. Reid Construction
4220 70th Avenue
Vero Beach, Florida
JOB LOCATION:10526 Oakbridge Court
Fort Pierce, Florida
PERMIT #:2009-0275
To Whom it may concern,
Should you have any question, please feel free to contact our office.
Respectfully,
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 10/23/20
Email to: St Lucie Building Department; julian@jmreidconstruction.com
Enclosed, please find the nuclear density test results performed on the 3rd & final lift for the detached garage at
the above referenced project.
Proudly Serving Florida since 1990
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 # :201117-8d/CH/jo
PERMIT #:2009-0275 NUC #630
CONTRACTOR:J.M. Reid Construction Nuc Model:MC-10R-P
JOB LOCATION:10526 Oakbridge Court Nuc Serial #:30630
Fort Pierce, Florida
ITEM TESTED:3rd & Final Lift on Detached Garage
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F.)
PERCENT
COMPACTION
3rd Lift
1. N.W.24" - 36"43 108.7 113.0 96.2%
2. Center "40 108.0 "95.6%
3. S.E."45 109.1 "96.5%
Final Lift
4. N.W.36" - 48"50+110.4 113.0 97.7%
5. Center "50+111.0 "98.2%
5. S.E."50+110.7 "98.0%
Soil Description:
Brown Sand with some
Clay
In Place Moisture:
11.8%
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 Required
for Unstaked Foundation
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 10/23/2020
Proudly Serving Florida since 1990
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.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
October 20, 2020 & October 22, 2020
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 # :201117-8d/CH/jo
PERMIT #:
CONTRACTOR:J.M. Reid Construction
JOB LOCATION:10526 Oakbridge Court
Fort Pierce, Florida
Soil Description:
Brown Sand with some
Clay
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
113.0
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 10/23/2020
SOIL COMPACTION REPORT
ASTM D 1557
October 20, 2020 & October 22, 2020
Proudly Serving Florida since 1990
110.0
111.0
112.0
113.0
114.0
8 9 10 11 12 13 14
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight