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- J DUNKUBERGER Svrl Density Test Report
Project Name: Gazebo Addition - 511 NW Winters Creek Road Report Date: 12/29/2011
Palm City, Florida Address: 511 NW Winters Creek Rd
Project Number: PSL-11-3422 (10.1) (Gazebo)
Permit No: 1111-DO15
Client Name: Watlee Construction, Inc. Date Tested: 12 29/20 1
3163 SE Lionel Terrace Technician Initials: BG
Stuart, Florida 34997 Project Manager: Dave Youngstrom
Attention: Mr. Ryan Watley Contact Number: (772) 343-9787
Test
No.
Probe
Depth
(in)
"Laboratory Procfor
_ _ Fieldf
Dry Cone
Density Resistance' Moisture
(pei) (tsf) (%)
Tests
Maximum
Dry Density
(pcf)
Optimum
Moisture
(%)
Minimum
Required
(%)
Percent
Maximum
Density
(%)
Test
ResultsCompaction
1
12
108.3
11.6
104.8
---
12.0
95
96.8
Pass
2
12
108.3
11.6
104.2
--
12.2
95
96.2
Pass
3
12
108.3
11.6
103.6
--
11.7
95
95.7
Pass
Type of Field Density Test: i' ASTM D 1556 rV ASTM D 6938 r- ASTM D 2937
Minimum Required Compaction Based on: iw AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698)
Nuclear Gauge Info: Gauge No. 34488 Daily Standard Count: Density: 2391 Moisture: 722
�, `Test
Soil Type
1 _
Elevaf>on ;
�0-12 w
µ `Test1L'ocat�on Gazebo,'S11;NW Winters Creek'R'oad'
-
Front of Gazebo Pad
1
2
1
0-12
Center of Gazebo Pad
3
1
0-12
Back of Gazebo Pad
Elevation/Depth Referenced to:
Y
1Structural
Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Compacted Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
r NGVD r M SL W Other: Inches below top of floor slab subgrade.
cc: Clil
St. I�yc' Countytaiaspection Department ... (1)
p�1%20j?
S �vcbe�o
Work
David T. You;aTager
som C/ Cr g E. Dunkelberger, P.E.
Senior Project L Registration No. 4993
The original of this report was signed and sealed by the registered engineer in accordance wi R e 61G15-18011, of the Florida Administrative Code. This re ubmitte as a tial
property of our client and authorization for publication of statements, conclusion or extracts or regarding this report is reserved pending our written approvti w io gard to
subsurface exploration, recommendations or design are expressed by this firm.
1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota
State of Florida Board of Professional Engineers Authorization No. 6870
877.643.6832 3422 10.1 Progress Report Gazebo
PROCTOR POINT SUMMARY LOG
SUMMARY OF TEST RESULTS
Point 1
8.6
104.6
Test Method ASTM
D-1557
Point 2
10.2
106.1
Maximum Dry Density (pcf)
108.3
Point 3
11.6
108.3
Optimum Water Content (%)
11.6
Point 4
15.0
105.8
Soil Classification
SP
Sample No.
11491
111
0 109
0
U.
'm
107
0
z
0
a
105
W
Z
0 103
101 +
7
9 11 13 15 17
WATER CONTENT - PERCENT OF DRY WEIGHT
Sample Location: MOISTURE - DENSITY RELATIONSHIP
Bath House Building Pad
Bath House Addition - 511 NW Winters Creek Road
Sample Description: Palm City, FL (Martin County)
Gray brown fine to medium SAND, trace D U H K E h B E R G E R
silt
engineering & testing, inc.
% Passing U.S. Standard Tested By: AG Date: 12/30/11 Project: PSL-11-3422 (10.1)
No. 200 Sieve: 4.6% lChecked By: DTY Date: 01/04/12 Sheet No.: 1 of 1
cc. Client ... (1); St. Lucie County Building Inspection Department ... (1)
3422 Proctor 11491