HomeMy WebLinkAbout203398-4d GARAGE Compaction - signedHeadquarters
11345 U.S. Highway 1 Ar
Sebastian, FL. 32958 &J ILVAB
Orlando
723 Progress Way
Sanford, FL. 32771
May 18, 2021
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
J.M. Reid Construction
4220 70th Ave
Vero Beach, Florida 32967
10511 Oakbridge Court
Fort Pierce, Florida
2102-0514
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 203398-4d/JM/bm
Enclosed, please find the nuclear density test results performed on the 1st Lift for the Detached Garage (Re -Test)
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 Bryan E. Dahlke, PE FL. Lic. 81439
on the date stated directly to the right using
a digital signature.
Printed copies of this documents are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
Bryan E. Dahlke, P.E. V.P. of Engineering
PE # 81439 05/18/21
Email: julian@jmreidconstruction.com
• • -•
•
',,, •
late:
2021.05.18
10:22:58-04'00'
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
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED
PERMIT #:
CONTRACTOR:
JOB LOCATION
1P40Ik 9 ENGINEERING
17AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
May 13, 2021
2102-0514
J.M. Reid Construction
10511 Oakbridge Court
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:
203398-4d/JM/bm
NUC #
215
Nuc Model:
MC-IDR-P
Nuc Serial #:
MD80404215
ITEM TESTED:
1st Lift for the Detached Garage (Re -Test)
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
Re -Test Detached Garage
1 East
12" 14D 106.1 108.6
97.7%
2 South
15D 107.8
99.3%
3 N.W.
14D 105.2
96.9%
Soil Description:
Dark Brown Sand
In Place Moisture:
15.8
Proctor Optimum Moisture:
13.0
Proctor Max. Dry Density: P.C.F.
108.6
@ 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 Staked Foundation completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
Bryan E. Dahlke, P.E. V.P. of Engineering altered from the approved inspected condition.
PE# 81439 5/18/2021
Email: julian@jmreidconstruction.com
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 C Sk �
ENGINEERING
Mailing
11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
17 LVL
AND TESTING
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557
KSMengineering.net
DATE TESTED:
May 13, 2021
KSM JOB # : 203398-4d/JM/bm
PERMIT #:
2102-0514
CONTRACTOR:
J.M. Reid Construction
JOB LOCATION:
10511 Oakbridge Court
Fort Pierce, Florida
110.0 I I I I I I I
W
E I I I I I I I I
i109.0..—....—..-1.—..—...—..—..�.._..�..—..—,
G I I I I I I I
H
T 108.0—..—.. ..—..— �.—..—..� —..—�.—..— .� —.. ..—..—.
I I I I I I
P I I I I I I I I
107.0 .—..—...—..—..�.. ..—..—,
C
I I I I I I I
F 106.0 �.._..�.._.._1._.._._..1.._.._1._.._..L.._..J.._.._.
I I I I I I I I
p I I I I I I I
D 105.0 i _.. i.._.. I._.._..i _.. i.._.._i._.._..i _.. i.._.._.
Y I I I I I I I I
104.0.._...._.._._.._..._.._..�.._...._.._.
I I I I I I I I
103.0 �..—.. ..—..— �.—..—..� —.. ..—..—�.—..—..� —.. ..—..—,
8 9 10 11 12 13 14 15 16
Moisture - % of Dry Weight
Soil Description:
Dark Brown Sand
Proctor Optimum Moisture:
13.0 %
Proctor Max. Dry Density: P.C.F.
108.6
Bryan E. Dahlke, P.E. V.P. of Engineering
PE# 81439 5/18/2021
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