HomeMy WebLinkAbout2200053-1d 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
January 4, 2022 KSM JOB # :2200053-1d/CH/jam
CONTRACTOR:DiFrancesco Construction, Inc.
Michael DiFrancesco
8840 Lonesome Pine Trail
Ft. Pierce, FL. 34945
JOB LOCATION:1305 Lone Pine Drive
Fort Pierce, Florida
PERMIT #:21110484
Respectfully,
PE # 68366 01/04/22
Proudly Serving Florida since 1990
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Email: difranconstinc@aol.com
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 Compacted Foundation Fill
for the House Pad at the above referenced project.
Should you have any questions, please feel free to contact our office.
Julie E. Keller, P.E. President
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 #:2200053-1d/CH/jam
NUC #276
Nuc Model:MC-DR
Nuc Serial #:MD40107276
1305 Lone Pine Drive
Fort Pierce, Florida
House Pad - 1st Lift
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 N.W.0" - 12"45+111.3 112.5 98.9%
2 N.E.""109.9 "97.7%
3 Center ""110.5 "98.2%
4 S.W.""109.1 "97.0%
5 S.E.""109.3 "97.2%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
1/4/2022
Email: difranconstinc@aol.com
10.0%
Julie E. Keller, P.E. President
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:January 3, 2022
In Place Moisture:
PERMIT #:21110484
JOB LOCATION:
Brown Sand with Some Clay
CONTRACTOR:DiFrancesco Construction, Inc.
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
10.5%
PE # 68366
for Unstaked Foundation
112.5
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
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 # :2200053-1d/CH/jam
PERMIT #:21110484
CONTRACTOR:DiFrancesco Construction, Inc.
JOB LOCATION:1305 Lone Pine Drive
Fort Pierce, Florida
Soil Description:
Brown Sand with Some Clay
Proctor Optimum Moisture:
10.0%
Proctor Max. Dry Density: P.C.F.
112.5
Julie E. Keller, P.E. President
PE # 68366 1/4/2022
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
January 3, 2022
107.0
108.0
109.0
110.0
111.0
112.0
113.0
114.0
5 6 7 8 9 10 11 12 13
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Moisture -% of Dry Weight