HomeMy WebLinkAboutApproved 203706-20d Compaction - Bldg. 6 signed Headquarters � C IL t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 &J LVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
November 4, 2020 KSM JOB# : 203706-20d/CH/ct
CONTRACTOR: Proctor Construction
2050 U.S. Highway 1, Suite 200
Vero Beach, FL 32960
JOB LOCATION: A-1 Truss
4451 St. Lucie Boulevard
Ft. Pierce, Florida
PERMIT#: 2009-0498
Dear sir,
Enclosed, please find the nuclear density test results performed on the footers and pads for Buildings 6 at the
above referenced project.
Should you have any question, please feel free to contact our office.
Respectfully, Digitally signed
This item has been electronically signed and
sealed by Bryan E.Dahlke,PE FL.Lic.81439 by Bryan E
on the date stated directly to the right using
a digital signature.
Printed copies of this documents are not Dahlke
considered signed and sealed and the
signature must be verified on any electronic Date: 2020.11 .04
copies.
10:15:05 -05'00'
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE#81439 11/04/20
Email to: bbramble@proctorcc.com
Proudly Serving Florida since 1990
Headquarters � CP IL t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 &J LVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: 10/30/2020 KSM JOB# : 203706-20d/CH/ct
PERMIT#: 2009-0498 NUC# 417
CONTRACTOR : Proctor Construction Nuc Model: 3500
JOB LOCATION: A-1 Truss Nuc Serial#: 3417
4451 St. Lucie Boulevard
Ft. Pierce, Florida
MATERIAL: Brown Sand with Rock
ITEM TESTED: Footers& Pads for Buildings 6
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH Moisture READ DENSITY PROCTOR COMPACTION
VALUE (P.C.F.)
Building 6
1. N.W. Pad 0" - 12" 10.7% 55+ 113.4 115.8 97.9%
2. Center Pad it 11.0% 112.7 115.8 97.3%
3. S.E. Pad it 11.2% 112.4 115.8 97.1%
4. N. Footer it 13.0% 112.2 115.8 96.9%
5. N. Interior Footer 12.2% 113.7 115.8 98.2%
6. N. Center Footer 12.7% 113.3 115.8 97.8%
7. S. Center Footer 12.3% 112.8 115.8 97.4%
8. S. Interior Footer 11.9% 113.9 115.8 98.4%
9. S. Footer 11.8% 112.6 115.8 97.2%
@ Test Locations the Density&
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
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
Bryan E. Dahlke, P.E. altered from the approved inspected
V.P. of Engineering condition.
PE#81439 11/4/2020
Proudly Serving Florida since 1990
Headquarters � C IL t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 &J LVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557
DATE TESTED 10/30/2020 KSM JOB# : 203706-20d/CH/ct
PERMIT# 2009-0498
CONTRACTOR Proctor Construction
JOB LOCATION A-1 Truss
4451 St. Lucie Boulevard
Ft. Pierce, Florida
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5 6 7 8 9 10 11 12 13
Moisture - % of Dry Weight
Soil A Description:
Brown Sand with Rock
Proctor Optimum Moisture:
9.6%
Proctor Max. Dry Density: P.C.F.
115.8
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE#81439 11/4/2020
Proudly Serving Florida since 1990