HomeMy WebLinkAboutSOIL DENSITY TEST REPORTDONKELBERGER F 5-�1 Density Test Report
engineering & testing, inc.
Project Name: Bath House Addition - 511 NW Winters Creek Road Report Date: 12/29/2011
Palm City, Florida Address: 511 NW Winters Creek Rd
Project Number: PSL-l1-3422 (10.1) (Bath House)
Permit No: 1110-0165
Client Name: Watlee Construction, Inc. Date Tested: 12 29/2011
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)
T,aboratory.P`roctor
Fi' AIT
Ats' -
Minimum Percent
Test
Required Maximum
Compaction Density Results
(%) (%)
Maximum
Dry Density
I (Pcf)
Optimum
Moisture
(%)
Dry
Density
(Pcfl
Cone
r
Resistance
(tsf)
Moisture
(%)
1
12,
108.3
11.6
107.2
---
12.9
95
99.0
Pass
2
12
108.3
11.6
108.8
---
12.8
95
100
Pass
3
12
108.3
11.6
106.9
---
10.9
95
98.7
Pass
Type of Field Density Test: F ASTM D 1556 r ASTM D 6938 ASTM D 2937 -
Minimum Required Compaction Based on: i✓ AASHTO T-180 (ASTM D 1557) AASHTO T-99 (ASTM D 698)
Nuclear Gauge Info: Gauge No. 34488 Daily Standard Count: Density: .,2391 Moisture: 722
Test
. �T
'So><I Type..-
v
r
{ Elevation
_
-
� ',Test Location Bath�House,; 511 NW Wlnters Creek Road : ;-
M
1
1
0-12
Front of Building Pad (Footing Subgrade)
2
1
0-12
Center of Building Pad (Floor Slab Subgrade)
3
1
0-12
Back of Building Pad (Footing Subgrade)
Elevation/Depth Referenced to:
-
1
Structural 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:
F_ NGVD F M SL F Other: Inches below top of footing or floor slab subgrade.
cc: Client ... (1)
St. Lucie C rig Inspection Department ... (1) Y
JAN 0I /
n----20'2
1 � ` GF •'` SY' i-I � v
David T. Yo str :, raig E.'Dunkelberger,
t.,
Senior Proje t g r FL Registration No. S
The original of tins report was signed and sealed by the registered engineer in accordance ule 6 15-18011, of the Florida Administrative Code. This re submitt as dential
property of our client and authorization for publication of statements, conclusion or extrac om or regarding this report is reserved pending our written approv�gotl2r fir •th regard to
subsurface exploration, recommendations or design are expressed by this firm.
r 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 Bath House
11
BUNKE66ERGER
engineering & testing, inc.
90H Density Fast Report
! Project Name: Bath House Addition - 511 NW Winters Creels Road Report Date: 12/29/2011
Palm City, Florida Address: 511 NW Winters Creek Rd
Project Number: PSL-11-3422 (10.1) (Bath House)
Permit No: 1110-0165
Client Name: Watlee Construction, Inc. Date Tested: 12/29/2011
3163 SE Lionel Terrace Technician Initials: BG
jStuart, Florida 34997 Project Manager: Dave Youngstrom
' Attention: Mr. Ryan Watley Contact Number: (772) 343-9787
Test
j
3 No.
I
Probe
Depth
(in)
Laboratory Proctor
Field
Tests
Maximum
Dry Density
(pef)
Optimum
Moisture
M
Dry
Density
(pef)
Cone
Resistance'
(tsf)
Moisture
(%)
Minimum
Required
(%)
Percent
Maximum
Density
M
Test
ResultsCompaction
! 1
12.
108.3
11.6
107.2
---
12.9.
95
99.0
Pass
i 2
12
108.3
11.6
108.8
---
12.8
95
100
Pass
3
12
108.3
11.6
106.9
- -
10.9
95
98.7
Pass
{{i
d
,
I
4
i_
:Type of Field Density Test: V- ASTM D 1556 ASTM D 6938 i A61 M ll Zy3 /
Minimum Required Compaction Based on: AASI-ITO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698)
Nuclear Gauae Info: Gauge No. 34488 Daily Standard Count: Density: 2391 Moisture: 722
' Test
Na.
Soil Type
Elevation
Test Location: Bath House,.511 NW Winters Creelc Road
1
1
0-12
Front of Building Pad (Footing Subgrade)
i
2
1
0-12
Center of Building Pad (Floor Slab Subgrade)
3
1
0-12
Back of Building Pad (Footing Subgrade)
17� r
fi �1 i:�r� RDE
i
�:.
r
Works
r."Jory.
Ff_
Referenced to: 1— NGVD J— MSL [--/ Other: inches below top of woung or moor siao suograae.
Soil Type
1
Structural Fill
2
Final Grading Fill
cc: Client ... (1)
��ga�e3iiae
3
Mass Grading Fill
St. Lucie County Building Inspection Department ...
(1)
4
Utility Bacl&ill - Sanitary
�•
,v',
5
Utility Backfill - Water
v <.�
a��®�
6
Utility Backfill - Storm
Z [rye
g
7
Compacted Subgrade
qn�-
S
Stabilized Subgrade
a�
9
Base Course
David T. Yo n str
�, xaigtrke ger,
,
10
Other:
n g r
Senior ProjeIvid
��'F R�glstrationN�o^a A 2_
,.he original of this report was signed and scaled by the registered engineer in accordancele 6G15-1801I, oftheFlorida Administrative
Ipmperty of our client and authorization for of statements, conclusion or extractremor regarding this report is reserved pending our
Code , Ie ,1 I as it denli:
writteiisa 6t ra s. 'ith regal
publication
,-; bsmface exploration, recomrnendations or design are expressed by this fmn.
.t
6�r °! . 1, �—
{' Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model 5-214
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 Bath House
M19