HomeMy WebLinkAboutSOIL DENSITY TEST REPORTv
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Type of Field Density Test: ASTM D 1556 IV ASTM D 6938
Minimum Required Compaction Based on: AASHTO T-180 (ASTM D 1557)
Nuclear Gauge Info: Gauge No. 36818
®UNiKELKERGER Soil Density Test Report
engineering &testing, inc. � ' � 3 ,
Project Name: Spanish Lakes - The Fainvays (Indrio Road) Address: 677I Sinsonte
Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC1105-0279
Date Tested: 70/2011
CIient Name: Wynne Building Corporation Technician Initials: SM
8000 South US 1 #402 Report Date: . 7/27/2011
Port St. Lucie FL 34953 Project Manager: Dave Youngstrom
Contact Number: (772) 343-9787
Attention: Matthew Wynne
Test.
No.
Probe
Depth
On)
-•=.T.tt'borato
=Pro. t
... .... .. .s. .:rc:•: ,; ::.,:._ _ `5:, :.,:,
-
cU•:,:q.r,- :::�r.Y.
.
Maximum
Dry Density
(pcf)
Optimum
Moisture
(%)
Dry
Density
(peo
Cone
Resistance'
(tso
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
NO
Test
Results
I
12
1 112
13
110.2
-•-
11.7
95
98A
Pass
2
12
112
13
109.9
- -
12.3
95
98.1
Pass
3
12
112
13
111.0
---
12.0
95
99.1
Pass
l— ASTM D 2937.
r AASHTO T-99 (ASTM D 698)
p�
_ r i
'
r. •
r7i :.G �i>Itsm to -S1 :onrado:: ��:
1
1
1
0-12
Front of house pad (footing subgrade)
2
1
0-12
Center of house pad (slab subgrade)
3
1
0-12
Back -of house pad (footing subgrade)
IRREGERFIED
AUG 0 1. 20H
Elevation/Depth Referenced to:
:n-.,r rfi,
1
Structural Fill
2
Final Grading -Fill
3
Mass Grading kill
4
Utility Backfill -"Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
r NGVD r— M SL IV Other: Inches below top of footing or slab subgrade
cc: Client ... (1)
Wynne Building Corp., B.'Bailey (field)...('1)
St. Lucie County Building Department... (1)
r T, -
David ungs from
Senior Pr je t Ma aget
,fUL 2 8. Q�1
The original of this report was signed and sealed by.the registered engineer in accord 'th Rule 61015-18011, of the Florida Administrative Code. This report is submitted as the cordidentiat
property ofotu client and authorization for publication of statements, conclusion or extracts From or regarding this report is resmrcd pending our written approval. No other warrandes with regard to
subsurface exploration, recotnmeadations or design are expressed by dris firm.
Fort Lauderdale - Port St. Lucie • West Paim Beach • Sarasota
State of Florida Hoard .of Professional Engineers Authorization No. 6870
877.643.6832 3011trama essWporr>,rePRre