HomeMy WebLinkAboutENGINEERING & TESTINGVIE&TDUNKELBERG'ER ENGINEERING• TESTING, INC.
i,��n.5 �E.�""5
`y K - SOILDE�1� I��, �TEST� REPORTS ,��, ..�..
Project Name: Morningside r lu Report Date: 05-23-07
St. Lucie County, Florida Lot No.: 226
Client Name: Centex Homes MAY 2 3 2007 Permit No.: SLC 0703-0269
3301 Quantum Boulevard, First Floor Project No.: 06-10-2402
Boynton Beach, FL 33426 Public Works Date Tested: 05-23-07
Yn st. Lucie county, FL Technician Initials: SM
Attn: Mr. David Donvito Sheet No.: 1 of 1
Labarator
, Proctor_,.
�y y a
.._ Field
T esfs ,.
Minimum
Test
No.
1
Probe
Depth
I (in)
12
12
12
12
Maximum
Dry Density
(cf)
120.0
120.0
120.0
120.0
Optimum
Moisture
(%)
10.0
10.0
10.0
10.0
Dry
Density
(cf)
118.5
118.9
117.3
118.0
Cone
Resistance'
(tsf)
- - -
- - -
- - -
- - -
Moisture
(%)
8.7
9.2
10.3
9.0
Required
Compaction
(%)
95.0
95.0
95.0
95.0
Percent
Maximum
Density
98.8
99.1
97.8
98.3
Test
Result
Pass
Pass
Pass
Pass
2
3
4
ivy
A O MIA r% loft
!1 ASRTM 17
7917
Type of Field Density Test: U An, t tvi L 1 jJ0 i^i A0 � �........ „ - --- - --- - -- - -
Minimum Required Compaction Based on: (X) AASHTO T-180 (ASTM D 1557) () AASHTO T-99 ASTM D 698 (
__ _L.:_-A ...:.0 n.:. ,r t_u;t. nn MMA C-214 hand-held cone penetrometer.
'Compaction
ercent
17.01�+,t2'}
g
2
estlmateo from cone
-{'�kYS
( ,
Elevationa ,
0-12
enetrommur rcauni uviauicu W u a
Se¢,Si �`t. Y`^Y"�
"$1daS J�.,,, l� �:N'�kt y_ ..:�" Fes. Y:..:, i Er: �s kk4��..::6C 4�N,s
� of 226 9525,
." Po>sideDr><v_e„
Lot No. 226, approximate center of house slab subgrade)
1
2
2
0-12
Lot No. 226, approximate center of garage slab subgrade)
3
10
0-12
Lot No. 226, east side of house(footing sub rade
4
10
0-12
Lot No. 226, west side of house(footing subgrade)
. i.« ___ 'foots 1-2: Inches below ton of slab suberade.
Elevation Referenced to: ( ) NG7V.D ( ) N16L l�l ULuer Tests 3-4• Inches below top of footing subgrade.
1 Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility Backfill - Sanitary
5 Utility Backfill - Water
6 Utility Backfill - Storm
7 Roadway Subgrade
8 Stabilized Subgrade
9 Base Course
10 Other: Footing Subgrade
Note: The original of this report was signed and se
cc: Client ... (1)
Centex Homes, Eric Otto (site trailer) ... (2)
St. Lucie County, Building Inspections ... (1)
% -
'Craig E. Dunkelberger, P.
FL R
��e
,,AAg
is
//tration N'o(..,�477993
This report is submitted as the confidential property of our client and authorization for publicatron o sta emen s, con
this report is reserved pending our written approval. The above -referenced testing was performed at the locations and depth interval described therein on
the associated report date. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm.-
/' ViEel
DUN1L_",BERGER ENGINEERIl &TESTING, INC.
3 a� . r_ 3� SOILsDENSITY TEST REPORT £.s,
Mrs r�'b+ A ...ft u..i ,. ..n
I5 "1" .. ... .£L ^*t 'Sg' d ktz �,fi' 0b�
Project Name: Momingside Report Date. 5-23-0
St. Lucie County, Florida Lot No.: 226
Client Name: Centex Homes Permit No.: SLC 0703-0269
3301 Quantum Boulevard, First Floor Project No.: 06-10-2402
Boynton Beach, FL 33426 Date Tested: 05-23-07
Technician Initials: SM
Attn: Mr. David Donvito Sheet No.: 1 of 1
xeld
S
Tsts - ..._..,��'�..N,s
Minimum
,5F.�'" .,kYki
Test
No.
1
2
3
4
Probe
Depth
I (in)
12
12
12
12
Maximum
Dry Density
(cf)
120.0
120.0
120.0
120.0
Optimum
Moisture
(%)
10.0
10.0
10.0
10.0
Dry
Density
(cf)
118.5
118.9
117.3
118.0
Cone
Resistance,
(tsf)
- - -
- - -
- - -
- - -
Moisture
(%)
8.7
9.2
10.3
9.0
Required
Compaction
(%)
95.0
95.0
95.0
95.0
Percent
Maximum
Density
98.8
99.1
97.8
98.3
Test
Result
Pass
Pass
Pass
Pass
lV\
A 0+ %j 7% nnn,)
/N A QTN f rl
7Q1'7
Type of Field Density Test: O AN live u t3:)o hJ t1a IIVI L "" v
AASHTO T-180 ASTM D 1557 () AASHTO T-99 (ASTM D 698)
Minimum Required Compaction Based on: (X) ( )
_�:__ ..L.-:..ea ..:«t. � Mnrlel R-214 hand-held cone penetrometer.
ICom action
Nest
1
percent
Soil
2
estimates from cone
t'.�;.
0-12
PULICLIU111CLUL icaulll UU— q
ti �..:
st.Locahon., I.otz2 6.9525, P.,orts><de;Dr><ve.- , x a F
Tee ..�
Lot No. 226, approximate center of house slab subgrade)
2
2
0-12
Lot No. 226, approximate center of garage slab subgrade)
3
10
0-12
Lot No. 226, east side of house(footing subgrade)
4
10
0-12
Lot No. 226, west side of house(footing subgrade)
T-. I _7• T-1 -c helnw ton of clap cnhar; de
Elevation Referenced to: l_XJ uzner Tests 3-4: Inches below top of footing subgrade.
1 Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility Backfill - Sanitary
5 Utility Backfill - Water
6 Utility Backfill - Storm
7 Roadway Subgrade
8 Stabilized Subgrade
9 Base Course
10 Other: Footing Subgrade
Note: The orieinal of this report was signed and se
cc: Client ... (1)
Centex Homes, Eric Otto (site trailer) ... (2)
St. Lucie County, Building Inspections ... (1)
'Craig E. Dunk6lbergetj.E�f
FL Registration= No:.4993_,?�'
sled by a registered engineer in accordance with Rule 61G15-18.011 of the FAHA Amblisna Code.'
fr ard'
This report is submitted as the confidential property of our client and authorization for publication of statements, conclusions or ext,acts om or reg trig
this report is reserved pending our written approval. The above -referenced testing was performed at the locations and depth interval described_therein or
the associated report date. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm.