HomeMy WebLinkAboutCompaction TestFLCl A,.. EVGINEERING & TESTING, INC.
"'tw ;y `, Phone:4866) 781-6889`•Fax: (860) 784-8550
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250 S.W.13`n Avenue
Pompano Beach, FL 33069
' PROCTOR COMPACTSOiV TEST
DATE SAMPLED: 11/26/2093 DATE'TESTED: 11/27/2013 ORDER #: 13-3498
CLIENT: W.H. McComb, Inca
ADDRESS: 9360 Listow Terrace Boynton Beach, Florida 33437
PROJECT: Proposed New Residence
ADDRESS: 4804 Watersong Way.,. Jensen Beach, Florida
MATERIAL DESCRIPTION: Gray Sand and Shell Fragments
SAMPLED BY: W.G. TESTED BY: P.T.
SPECIFICATION GOVERNING: ASTM D-1557 LAB NO: P-3498
RESULTS OF TEST:
The following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10 lb.
Hammer and an 18" drop as per the above specified method.
MOISTURE % WET DENSITY (PCF) DRY DENSITY (PCF)
7.6 117.2 108.9
-9.6 122'.7 112.0
11.6 127.1 113.9
13.9 124.7 109.5
Optimum Moisture (Percentage): 115
12.5 % 114
113
Maximum Dry Density (Ibs./cuff)
113.9 (PCF) a 112
111
Respectfully Submitted, 0 110
109
).1 -L 7 108
Reza J vid , P.E.
Florida Engineering & Testing, Inc. 107
Florida -Reg. No: 60223
7 8 9 10 11 12 13 14 15
Certificate of Authorization No. 6923 MOISTURE %
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of
statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.
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FL
ENGINEERING & TESTING, INC.
:Q Phone: (866) 781-6889 *Fax: (866) 784-8550
www.floridaenginceringandtesting.com
r„ 250 S.W.13"' Avenue
Pompano Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 11/26/13 ORDER NO: 13-3498 PERMIT NO.
CLIENT: W.H. McComb, Inc.
ADDRESS: 9360 Listow Terrace Boynton Beach, Florida 33437
PROJECT: Proposed New Residence
ADDRESS: 4804 Watersong Wu Jensen Beach, Florida
MATERIAL DESCRIPTION: Gray Sand and shell Fragments
PROCTOR VALUE (PCF): 113.9
% COMPACTION REQ'D BY SPECS: 95
NUCLEAR GAUGE SERIAL 9: ❑ 29793 (Model 3440)
PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM-13698
OPTIMUM MOISTURE (%): 12.5
LABORATORY NO: P-3498
❑ 533 (Model 3450) ® 20500 (Model 3440)
❑ AASHTO T-180 ❑ AASHTO T-99
ASTM D 6938 METHOD AX
Test
0
Location
Lift
Elev./
Dry
Density
Moisture
Percent
Compaction
Pass/
Depth of Test
("�o)
Fail
Center of Garage (12" Above Natrual
1
Grade
SOG
0" to -12"
113.7
10.1
99.8
P
10' E. of NE Corner of Garage (40"
2
Above Natural Grade
SOG
0" to -12"
110.3
4.6
96.8
P
Center of N. Wall (24" Above Natural
3
Grade
SOG
0" to -12"
111.4
10.1
97.8
P
8' W. of SE Corner of Main House Slab
4
40" Above Natural Grade
SOG
0" to -12"
110.4
4.7
96.9
P
Center of E. Porch (36" Above Natural
5
Grade
SOG
0" to -12"
109.0
10.6
95.7
P
6
7
8
REMARKS:
TESTED BY: S.L. CHECKED BY: P.T.
Notes:
* Method A - Direct Transmission unless otherwise noted.
PR - Proof Roll
TOB - Top of Base
SOG - Slab on Grade
As a mutual protection to clients, the public and ourselves, all reports
are submitted as the confidential property of clients, and authorization
for publication of statements, conclusions or extracts from or regarding
our reports is reserved pending our written approval.
1X Q �l
Quality La A 01 ✓ murance
--r 1
Respectfully submitted,
JJ�17//7
RE A AN, P.E.
Flor a Engineering & Testing, Inc.
Florida Reg. No. 60223
Certificate of Authorization No. 6923