HomeMy WebLinkAbout1185A-11Pile shell. minimum
diameter = /2"ZD.
PLAN
•
Scale: %'� 0
Ground line 6 x 3-6" Dowel.
to to/ 4
Cut-off — —
line . Bottom
of footing ,1
v
Minimum shell thickness = v
9 gage. Contractor to be Q
responsible for furnishing a,
shel/s, . including waterproof Q Q A
end closure, of sufficient o v
strength to drive without .c
distortion. o
(Z.�Z�
i qu
� ZZ
Q
v,
Type of end closure to be
selected by controctor,
diameter shall not be more.
than Y41' larger than the
pile shell.
V
CAST—/N—PLACE
CONCRETE PIL E
AL TERNA TI VE "U"
Extensions of Alternative --U-
w111 nor ae perm
above the ground with either the Typical P//e
Extension or the /2" pile she//.
ThrPP turns
2 f�
c
Q
czJ
e "X" may be extended
2 tagonal section.
6"pitch.
P\Qt Alternative
.' y and "Z"
'gat Alternative "X"
V�07MKAN
v
As an alternative to the
I/ori es Sec. B - B reinforcement shown, Alternative "W "
at top
/%,•ot tip longitudinal rei��ra�ca�ncm
may consist of steel strands
3m1n. Cosing prestressed 10 have a total
remaining force after losses
9f not less than 67, 000 lbs.
# 5 Tofo/ 8 " " At no time shall the stress
in the steel exceed OJ of
its ultimate value.
SECT/ON B *-B
"
2_
�01 /I
2"
� Circular form
� optiono%
6
To to/ 8
SECT/ON C-s.-C-
JScale: %= r - O"
Section B" -B" similar
0
except as noted.
8x3-6 Dowels, total 4,
with i.le. extension tot 6.
P � •�
Ground line Ground line
.�
I-084-2 i�% Unif 3
SECT/ON Dft-D.
- „
Sc ale: 4 0
-1-3;?, Min. shell
diameter butt
k ..
Ground line
Gut -off I— — J L — —
Cut - off
Cut- off�Bottom of line •�.� Bottom of Bottom of. footing .c' line
line footing footin z
rz
NR
6 x3 -67g. dowe/s.
,Q . N_ 5 wire total 4, with
pile � c
6 pitch c extension total 6
0
Jt
g B B B L C' C' ,� o
��rzp
JJ a`
No 8 Wire Q o
N v
•�
c
rn
_ p
l�
Minimum tip diameter= /D"J
Longitudinal reinforcement in the driven
portion of Alternative Wshall be
prestressed to /0,000 lbs. per bar.
CAST.-/N—PLACE
CONCRETEPILE
ALTERNATIVE. °DY
When depth of concrete
above the pile cut off
is less than /1-8" bars
shall be bent c- ����••-•
DE -TAIL
Top of footing or
top of slob.
cut 'Off
6 6"L
� 0
ALTERNAT/VE TIP
PRECAST
CONCRETE" PILE
A LTERNATNE "X"
Minimum she// dia -
me>er at tip = 8"
Minimum she// thickness = 9 gage.
Contractor to be: responsible for
furnishing she//s of sufficient thick-
ness to. dive without distortion.
CAST—/N—PLACE
.CONCRETE PILE-.,
A L TERNA TI VE "Y"'
FED. ROADSTATE I FISCAL I SHEET TOTAL
DIST. NO. YEAR NO. SHEETS `
PROD. NO.
.2 CAL.
:s
t�
BRIDGE ENGINEER CIVIL ENGINEER -LICENSE 5•S85 ��
APPROVED
0C /0,66's- 6, 1,9-58 I
�M
Did.
6 to t a/ � 6
t_y .
SECT/ON El -E.
Sca/e••�
/ 31 "min. dia. 9 butt
z
"W" and "X"
the piles may be driven
SHEET TOTAL
DIET.
0 u)
t
SECTION
NO. SHEETS
O J I
,5�3 d
I:. m ii
Road
J LL 7,
Of its ultimate value.
shall be used.
2. Top of final ground surface.
L; 0
o
'
W
L
Often iles are
p
rel L•:
'elevation of cut-off shall
`>LLi
when such strata is shown on the plans. ,
CrG
Q
CJ
W
0
STATE OF CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
. % %
DESIGN
N %
T
SEC 0
.
Pile shell. minimum
diameter = /2"ZD.
PLAN
•
Scale: %'� 0
Ground line 6 x 3-6" Dowel.
to to/ 4
Cut-off — —
line . Bottom
of footing ,1
v
Minimum shell thickness = v
9 gage. Contractor to be Q
responsible for furnishing a,
shel/s, . including waterproof Q Q A
end closure, of sufficient o v
strength to drive without .c
distortion. o
(Z.�Z�
i qu
� ZZ
Q
v,
Type of end closure to be
selected by controctor,
diameter shall not be more.
than Y41' larger than the
pile shell.
V
CAST—/N—PLACE
CONCRETE PIL E
AL TERNA TI VE "U"
Extensions of Alternative --U-
w111 nor ae perm
above the ground with either the Typical P//e
Extension or the /2" pile she//.
ThrPP turns
2 f�
c
Q
czJ
e "X" may be extended
2 tagonal section.
6"pitch.
P\Qt Alternative
.' y and "Z"
'gat Alternative "X"
V�07MKAN
v
As an alternative to the
I/ori es Sec. B - B reinforcement shown, Alternative "W "
at top
/%,•ot tip longitudinal rei��ra�ca�ncm
may consist of steel strands
3m1n. Cosing prestressed 10 have a total
remaining force after losses
9f not less than 67, 000 lbs.
# 5 Tofo/ 8 " " At no time shall the stress
in the steel exceed OJ of
its ultimate value.
SECT/ON B *-B
"
2_
�01 /I
2"
� Circular form
� optiono%
6
To to/ 8
SECT/ON C-s.-C-
JScale: %= r - O"
Section B" -B" similar
0
except as noted.
8x3-6 Dowels, total 4,
with i.le. extension tot 6.
P � •�
Ground line Ground line
.�
I-084-2 i�% Unif 3
SECT/ON Dft-D.
- „
Sc ale: 4 0
-1-3;?, Min. shell
diameter butt
k ..
Ground line
Gut -off I— — J L — —
Cut - off
Cut- off�Bottom of line •�.� Bottom of Bottom of. footing .c' line
line footing footin z
rz
NR
6 x3 -67g. dowe/s.
,Q . N_ 5 wire total 4, with
pile � c
6 pitch c extension total 6
0
Jt
g B B B L C' C' ,� o
��rzp
JJ a`
No 8 Wire Q o
N v
•�
c
rn
_ p
l�
Minimum tip diameter= /D"J
Longitudinal reinforcement in the driven
portion of Alternative Wshall be
prestressed to /0,000 lbs. per bar.
CAST.-/N—PLACE
CONCRETEPILE
ALTERNATIVE. °DY
When depth of concrete
above the pile cut off
is less than /1-8" bars
shall be bent c- ����••-•
DE -TAIL
Top of footing or
top of slob.
cut 'Off
6 6"L
� 0
ALTERNAT/VE TIP
PRECAST
CONCRETE" PILE
A LTERNATNE "X"
Minimum she// dia -
me>er at tip = 8"
Minimum she// thickness = 9 gage.
Contractor to be: responsible for
furnishing she//s of sufficient thick-
ness to. dive without distortion.
CAST—/N—PLACE
.CONCRETE PILE-.,
A L TERNA TI VE "Y"'
FED. ROADSTATE I FISCAL I SHEET TOTAL
DIST. NO. YEAR NO. SHEETS `
PROD. NO.
.2 CAL.
:s
t�
BRIDGE ENGINEER CIVIL ENGINEER -LICENSE 5•S85 ��
APPROVED
0C /0,66's- 6, 1,9-58 I
�M
Did.
6 to t a/ � 6
t_y .
SECT/ON El -E.
Sca/e••�
/ 31 "min. dia. 9 butt
Ground line
C .0
— Cut Off line
Bottom
of footing
.� N 15 wire 6' pi tch.
c #
11% �0 6 For
length see
o cry Q Note F
� � y
CV
Minimum shell dia.
at tip = 8
I
CAST—/N—PLACE
CONCRETE PIL E
A L TERNA TI VE Z"
As an alternative to the reinforcement shown this* PIL E NOTES
pile may be prestressed by the use of steel
strands to rov/de a total . remaining force offer
p
For Alternatives
"W" and "X"
the piles may be driven
SHEET TOTAL
DIET.
COUNTY
ROUTE
SECTION
NO. SHEETS
V/111
,5�3 d
Co . ..
Road
the Typical Pile Extension
Ground line
C .0
— Cut Off line
Bottom
of footing
.� N 15 wire 6' pi tch.
c #
11% �0 6 For
length see
o cry Q Note F
� � y
CV
Minimum shell dia.
at tip = 8
I
CAST—/N—PLACE
CONCRETE PIL E
A L TERNA TI VE Z"
As an alternative to the reinforcement shown this* PIL E NOTES
pile may be prestressed by the use of steel
strands to rov/de a total . remaining force offer
p
For Alternatives
"W" and "X"
the piles may be driven
full length and cut off
losses -of not less than /50 000 lbs. At no
without extension
or they mcl
be extended os shown of the,
option of. the Contractor.
time shall the stress in the steel expeed 0.7
When Alternatives
"Y" and 'Z"
ore extended above ground,
the Typical Pile Extension
Of its ultimate value.
shall be used.
2. Top of final ground surface.
3. Top of original ground
Often iles are
p
extended the
'elevation of cut-off shall
be located /'-O"
RRESTRESS/NG NOTE
Al/ steel strand to be prestressed shall be high
tensile cold -dawn stress relieved wire strand, of
a diameter not to exceed % ; having on ultimate
tensile strength of not less than 200,000 p• s. i.
and an elongation at rupture of not less than
3% in /O':
minimum below ground Fine, unless shown otherwise on the p/ons.
Note
"F "� In A/ter�ofives "V" and 'Z"
the length of #6 bars shall be either a
minimum of. % penetration or
12.' whichever is the greater. Penetration shall
be measured. be/ow the lowest
of the following controlling elevations
/. Bottom of footing.
.
2. Top of final ground surface.
3. Top of original ground
surface, when piles are driven through fills.
4. Top of bearing strata,
when such strata is shown on the plans. ,
BRIDGE DEPARTMENT
I .
STATE OF CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
. % %
DESIGN
N %
T
SEC 0
.
DIVISION OF HIGHWAYS
Project Designer
Chief Designer
SIERRA A'OVERHEAD
DESIGN B .. Checked �% , �, -
By 'T, E • ccs r e�ci l0 S9 %
.
DETAILS By $rd��orr�
�1-$`� Checked,��,�.,'
4' 1
QUANTITIES By `'yj
/Z -.S7 Checkedo�,t , / T
rA
PILED;
I 5Plan
J j
SPECIFICATIONS By
Comsat and Specs. _
'FILE
� Civil and SfructUrat 485 • / ' m
APProva[ Recommended b SCALE•/2 = / — Q BRIDGE 54C -�03 DRAWING C 5 3 7 6 0
ngine r of Design Engr. License No. 5439 �
; =�'
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