HomeMy WebLinkAbout216924-2d 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 25, 2021 KSM JOB # :216924-2d/MR/jam
CONTRACTOR:Darling Construction
622 Beachland Blvd,
Ste. 101
Vero Beach, FL 32963
JOB LOCATION:6740 North A1A
Fort Pierce, Florida
PERMIT #:2006-0246
Respectfully,
PE # 68366 10/25/21
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the Stemwall Footers and Garage Pad at the
above referenced project.
Should you have any questions, please feel free to contact our office.
Julie E. Keller, P.E. President
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Proudly Serving Florida since 1990
Email: ramie@darlingcc.com
Certified Women Owned Business - WBE
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
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 #:216924-2d/MR/jam
NUC #276
Nuc Model:MC-DR
Nuc Serial #:MD40107276
6740 North A1A
Fort Pierce, Florida
Stemwall Footers and Garage Pad
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 Site Walls N.E.0" - 12"46 106.7 110.5 96.6%
2 Site Walls N.W."46 106.3 "96.2%
3 Site Walls S.W."45 105.8 "95.7%
4 Site Walls S.E."45 106.0 "95.9%
5 Garage North Footer "45 105.4 "95.4%
6 Garage West Footer "47 107.2 "97.0%
7 Garage South Footer "46 106.6 "96.5%
8 Garage East Footer "46 105.9 "95.8%
9 Center Slab "46 105.6 "95.6%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
10/25/2021
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
9.7%
PE # 68366
for Unstaked Foundation
110.5
JOB LOCATION:
Pale Brown Sand with Shell Fragments
CONTRACTOR:Darling Construction
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:October 22, 2021
In Place Moisture:
PERMIT #:2006-0246
Email: ramie@darlingcc.com
11.0%
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 TESTED:October 22, 2021 KSM JOB # :216924-2d/MR/jam
PERMIT #:2006-0246
CONTRACTOR:Darling Construction
JOB LOCATION:6740 North A1A
Fort Pierce, Florida
Soil Description:
Pale Brown Sand with Shell Fragments
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
110.5
Julie E. Keller, P.E. President
PE # 68366 10/25/2021
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
105.0
106.0
107.0
108.0
109.0
110.0
111.0
112.0
6 7 8 9 10 11 12 13 14
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight