HomeMy WebLinkAbout5602-9NI5
4 0 galvanized steel
(total 2)
Add �6 bars xa)lk
(total 2)
I
I
I
I
I
or wT'
PLAN
U CL
Pipe
EL EV, ATI ON
!� Precast concrete end
block to be placed flush
I with end of pipe as.
I directed by the Engineer.
I
I
I
R
4 4
IB bit
01
ars
.151o
PIPE CLOSURE --TYPE "All
NOTES_ (Precast Concrete End Block)
I "a' =#4 bars n 12" o c unless otherwise E0
noted. on the plans. SAN BERNARDINO COUNTY
2, "b 12 It unless otherwise noted on plans. FLOOD CONTROL DISTRICT
REv1810N8 OWN. By DATE
3. "t" = 6" unless otherwise noted on. plans. _ H H H I 2
7DNMENSKMS . . . - 14 -80
FILE NO.
S. P. 176
EC ^
W Q O CLAI 11)
Cr W
V) LLJ
dl 4 t H
t4+ N NO
�F..•
I
A - I
I
RCP OR I
RC ARCH* I
I
IX
X 0 it W
Ld a o to
F
I -Fr o
0 a OC W r7
w a . O w
H H 1=°
-- - 'i-11 -
0"
- - - -
FRCB OR
RC ARCH"
n
B
PLAN HN * ARCH MAY HAVE A HORSESHOE -
SHAPED, CIRCULAR, ELLIPTICAL
OR SIMILAR CROSS SECTION.
P, SEE NOTE 5
--i
I
_ _ I
I
ELEVATION
STATION
I ELEVATION
ZI STAB
O 0 41 -
Iil ¢ 1 O u3 �
Q�,
F hhMHZ
SECTION A -A
SECTION B -B
J ILLL 7-'A l itKN Z5NUVVN ]Zn-
PICTORIAL
J
PICTORIAL ONLY, SEE NOTES
2 AND
OPTIONAL CONSTRUCTION
JOINT:
RCB OR ARCH TO RCP USE
CONST JOINT OF RCB OR ARCH.
RC8 TO ARCH, USE CONST
JOINT OF RCB
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PR WORK ST ABY THE TRANSITION STRUCTURE
PUBLM70RK
IC 5 STANDARDS INC.
giEENBOOK COMMITTEE
1092 RCB TO PIPE
REV. 1995, 200e
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SPAN 5 4' S' 6' 7' 8'
HEIGHT, H 2' 3' 1 4' 2'. _ 3 4, 5' 3*tO
5' 6' 3' 4' 5' 6• 7' 4' S' 6, - 7' B,
MAXIMUM EARTH COVER 10' 20' 10' 20' 10' 20' 10' 20' 10' 20 10' 20 10' 20' 10' 10' 20' 10' 20' 10' 20' 10' 20'10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 2DcROOF T 7" T1Ilz, 7.71,�7' TVz 7Vz" 6" T°I/2" 8" TYi' 8,.71/j 8, 8., , 9„ „ 9,� „ 10„ 8,. FO.WALLS T2 6" 6 6W 6V" 7"7Y' 6' 6" 61 "61 " T' 7" 6V2 8' T" 7V2" 8" 8" 9Yz' 6Y," T" 6Vz" 7°/z T° 8" 7V" 9Vz` 8 " 11" 61/" 7Yi 7" 811/i79V" BV" 11" 9" 2Y'
INVERT T 7.. TI 7,7° "7,.p71/z' 8' 7/2„8" 7Yz"B" 7/z 8" 8" ". BYi' 8" 9Yz" 8" 01/' 8ail 01/ 8" 01/,8,.01 ,8, "0Y' 81 11 ' BI �Y' gl "12" 8128.,SPACING 7" 6" 7" 6" 7" 6" 8Yz' 6" 8V" M" 8"51/.,8" 5• 41- 7.,5„7,"41" 6"4,"5"4,/„51 2, 5YZ' 4SIZE BAR a6 1Ni #6 *6 #6 *6 #7 #7 #1 #7 #T *7 #7 #6 #7 #7 7{6 #7' #6 #T #6 #7 #6 %7 17 *7 #1 #7 #7 si #7 a7 a7 #7 97 IT #1 #7 *7
SIZE BAR *4 *4 85 #6 95 #6 #4 84 *5 *5 #5 #6 #6 ,6 a4 #5 #6 *6 #6 a6 %7 #b #4 #4 #5 #5 *6 #] #7 #7 #7 #7 #5 #6 #6 #6 #7 716 %7 17 aT 47
z wf CONCRETE CF/LF 7.8 8.3 9.2 9.610.711.69.510.010.9!11.412.412.9 14.115.113.1A4.314.215.415.918.017,821.214.017.515.119.116.7 1.318.824.521.828.317.222.718.825.120.628.3 32A 26.5 36.4
��- REINFORCEMENT LB/LF 47.7 51.1'57.8 71,4 63.5 80.8 57,8;73.766.6 2.5 83.0 111 101 114 77.694.7 %.61 114 110 126 132 152 102 106 115 124 134 tfi6 160 IBI 173 19fi 135 166 ,55 177 184 208 197 252 209 269
SOIL PRESSURE (ksf) 2.4 4.5 2.4' 4.5 2.5 4.6 2.4 j 4.5 2.4 4.5 25 4.6 2.5 4.6 2.4 4.6 2.5 4.6 2.5 4.fi 2.5 4.T 2.4 4.6 2.4 4.6 2.5 4.7 2.5 9.7 2.fi 4.8 2.4 q.6 2.5 4.7 2.5 4.7 2.6 4.8 2.6 4.9
SPAN, S 10' 12' 14'
HEIGHT, N 5' 1 6' T B' 9' 10' 6' T' 8' 9' 10' 11' 12' T' B' 9' 10' I1' 12' 13' 14"
MAXIMUM EARTH COVER 10' 20' 10` 20' 10' 20' 10' 20' 1 " 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 20' to' 20' 10' 20' f0' 4 20' 10' 20' 1 ' 20' 10' 20' 10' 20' 10' 20' 10' 20'
u
ROOF 91 12' 91' 12''9°' 12' 91 12" 91"12` 91"12" 0'141'01" 9°' 0z141'0z' 41' Dz 41' 0 41'0 41 121fi1'12' 6°.' 12" 61' 12"161'12" 61 '12' 61'12"
o
WALLS 2 81 "81 " 1!6" 91 9` 01 9 12" 10" 3°' 11" 15" 9" 10°/' 9" OV' 91/" 12" 10" P3 z' 11" IS" 2Y" 6Yz`13� ' IB" 9 z" 11"' 9�' 12" 10" F3 z 11 Y' 15" 2� 6' ' 31
r'
INVERT T 1D" 2 10" 21 2' 10" 21 IO" 13" 10" 13" 90" 13" 11" 4 11" 15" 11" 15" 11" 15" 11 15 11 151 I1 `751 2 17" 2 11" 21 117" 12 7 "rye 7 ` 13" 71 ' 13" 18"' 13" 18"
C'
SPACING 11" 12" 12" 12" 1," 11" 10" 11" IO" 10 11 10" 9" 10 9" 10° 9" 10" B" 10" 8" 10" 10" 9" 10'" 9"
CO
AR #7 #8 #1 # # s # # s x # a
o SIZE B #8 7 7 a6 7 7i6 7 #7 T 6 7 6 7 16 *7 a6 *7 716 #7 #i 17 a % %
Iz6 k 7 # #
6 T 8 8 #7 7 a7 17 s7 #7 #6 s8 7r7 #7 s7 #7
512E BAR %T %7 #6 97 #6 tl7 06 aT %5 ,T sT sl s6 #7 %fi a7 #6 s7 #6 #8 #7 #8
Yi FILLETS "Min P T BARS M
#4 1 x
m 2 a
b' DIMENSION "B" ft -roan -11 2-112-11 3-0 2-11 3-9 2-113-9 2-11 3-9 2-11 3-9 3-1 3-2 3-9 3-9 3-9 3-9 3-T 3-9 3-7 4-4 3-7 4-4 4-4 4-4 2-9 4-2 3-4 4-4 3-4 4-6 3-5 4-6 3-6 4-6 3-6 4-613-6 4-6
-1 5-0 4-10 5-0 4-10 5-O 4-1 5-0 4-10 5-D 4-7 4-T 6-0 5-10 6-2 6-7 6-2 6-7 4 -I14 -114-114-1I 4-114-11 4-4 4-4 6-5 T -D 7-0- B-4 7-0 6-4 6-0 6-0 fi-0 6-0 6-0 6-0 5-D �6-0
- ! e
b
#6 #7 #6 #7 a6 a7 #6 #7 #7 s7 si #1s6 s7 #6s7#6#7 *6 *7 s6 s7 #7 17 #717s7*1 #7 s7 #7 #7 #7 #7 sT 1 a7 ai s8 #8 #B
#4 0 12" Max �L • • •A .
4-B 8-2 4-8 7-7 5-2 7-7 5-11 4-4 3-I 8-1 5-7 8-1 5-7 8-1 5-7 8-1 5-T 6-1 6-4 B -I 6-1 4-3 4-2 6-9 6-9 5-1615-10'6-0 6'4 8-,116-4 8-11 7-0 8-11 7-7
EI-)vDYYENMI,"Bw"it-inch
#Ta8#B aq *4 14 14 14 *5 #q #5 #5 ,5 s6 *6 #5 16 a4 i4 #4 s4 #q sq s5 s5 s5 #5 s5 s6 s7 *7
_ I
CONCRETE CF/LF 25.130.4 ZT.1 33.129.2 362 3O.T 41 31 45.8 37.6 51 33.2143.7 34.7 46.1 37 50.4139.555.3 43.7 60.6 48.767.1 53.1 73.5 42.9 SI 44.5 60.7 4T 65.6151.7 11.8 55.8 77.7 60.9184.2 66.9 91.8
or
REINFORCEMENT LB/LF 271 296 278 333 341 366 359 406 428 469 487 530 322 37t 379 417 390 449 430 47l 499 50027 610 53D 614 413 5291461 5951467 608 526 632 633 651 fi]0 717 688 737
+Nyle SOIL PRESSURE (ksf) 3.7 4.7 3.8 4.7 3.8 4.6 3.8 4.6 3.9 4.9 3.9 5.0 3.6 4.9 3.6 4.8 3.6 4.9 3.614A 3.7 5.0 3.1
"d" BARS, FOR EARTH COVERS UP TO ANO INCLUDING 10'-0"
SPAN 4' 5' 6' 7' B' t0'
NUMBER 7 8 9 10 11 12 15 20
x
INVERT i
Elev
SLOPE 48:1
1
SLOPED INVERT
SPAN, S
SLOPE 4:1�
i SLOPE 6:1-1 x INVERT
x INVERT INVERT i Elev
Eh = Elev _
5 3
x
S/5 /
c�
B
1
-
"b" BARS "c" BARS 5/4 RC
1111
I
J� 77/
.7-.
SEE not€ 6 T FLAT INVERT V INVERT TRAPEZOIDAL INVERT
LSP AICINO ALTERNATIVE INVERTS
SPACING NOTES:
1. For boxes with span or height less than any of those shown in table,
ROOF SECTION use next greater size box concrete dimensions and reinforcement. Make
necessary goo gas in per lengths and quantities.
SPANS 10' THRU 14'
2. Ouantities are approximate and for design purposes only.
INVERT SIMILAR 3. For boxes with span or height or cover greater than those shown in
tables, a special design is required.
4. It is permissible to eliminate the 1806 hooks on every other bar.
5. "e" bars are at half spacing (spans 10'- 14' only).
"b" BARS 6. "a" bars are of half span Ing (spans 10'- 14' only).
i 7. Provide paving notch when top is exposed and when pavement is
concrete, and adjust quantities.
S. For design and details not shown, see Standard Plan D82.
z 9. For exposed top, provide *4 0 12 each way, lap "c" bars 2'-0" or
l use full span length.
BARS 10. Soil pressures shown are factored per AASHTO LRFD and include soil weight
of fill over box, self weight of box and live load where applicable.
"e" BARS STATE OF CALIFORNIA
SEE NOTE 5 DEPARTMENT OF TRANSPORTATION
WALL SECTION CAST -IN-PLACE
SPANS 10' THRU 14' REINFORCED CONCRETE
SINGLE BOX CULVERT
NO SCALE F r% -0^
342-2
NOTES
1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 6, SHALL
NOT EXCEED 5' 45'.
2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER
THE STEEL SHALL BE AS FOLLOWS:
RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION.
ARCH TO RCP - THAT OF ARCH SECTION.
ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER
WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT
THE TRANSITION.
3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS:
RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB
SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mm
(4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL
VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION
TO THAT OF THE RCP WALL PLUS 100 mm (4").
RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB
OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL
VARY UNIFORMLY BETWEEN THE TWO ENDS.
4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY
BETWEEN THE TWO ADJOINING SECTIONS.
5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 mm (5") FOR PIPE
SIZE OF 2400 mm (96") OR LESS, AND 200 mm (8") FOR PIPE SIZES
OVER 2400 mm (96").
6. VC = 28 MPa (4000 PSi) AT 28 DAYS AND THE CONCRETE SHALL BE THE
SAME MIX AS THE ADJACENT RCB.
7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60)
BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL
TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS
OTHERWISE SHOWN.
8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE
OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE
TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE
SECTION B -B.
9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE
THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH
STRUCTURES SHOWN ON THE PLANS.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
* See Nte 5
342-2
zNt See Note 6 SEE NOTE 9
RC B TO PIPE
SHEET 2 OF 2
e*a See Note 10
CO
C'
CO
B..
"c" or ] -
Yi FILLETS "Min P T BARS M
#4 1 x
m 2 a
'BARS
OPTIONAL Const It "a" C-_3 BARS
SEE NOTE 4 Irr - T T ^ •
- ! e
b
#4 0 12" Max �L • • •A .
6
' v"Min FILLETS � r
-; BARS i ]4
Y#4 �ISEE
_ I
NOTE 61 (OPTIONAL Const Jt -
t
m
#4
d" #4 "d" BARS i 0.25 S
- r D.25 S BARS #4 . 12 Max
or
I� _
I� 9 12 Max OR #4 m 12 Max
j^�
�� SEE NOTE 7
II FOR COVER OVER 10'-0"
#4 t RCS
*s a l z
"e" SEE
#4 TOTAL 3
SEE NOTE 7 1;1�
2" Clr
` NOTE 4 TYP
sS C m 12 . I I
Ir
#4 0 12 Max yP rt RCB #4 Q 12 Max - '_
2" Clr
ALTERNATIVE "e" BARS --
Const Jt SEE NOTE 5
Typ
Const It
ALTERNATIVE
r."
"a" C---3 BARS Const Jt --
m
SEE NOTE 4
BARCoJt -
SEE NOTE 6 #4, TYP
-r teT
`D
.
#4, TYP- #4 @ 12
Max Typ
T2 s/2 L .. B..
#4 6 12 Max c" °
TYPICAL SECTION S12
SPANS 4' THRU 8'
TYPICAL SECTION
SPANS 10'THRU 14'
"d" BARS, FOR EARTH COVERS UP TO ANO INCLUDING 10'-0"
SPAN 4' 5' 6' 7' B' t0'
NUMBER 7 8 9 10 11 12 15 20
x
INVERT i
Elev
SLOPE 48:1
1
SLOPED INVERT
SPAN, S
SLOPE 4:1�
i SLOPE 6:1-1 x INVERT
x INVERT INVERT i Elev
Eh = Elev _
5 3
x
S/5 /
c�
B
1
-
"b" BARS "c" BARS 5/4 RC
1111
I
J� 77/
.7-.
SEE not€ 6 T FLAT INVERT V INVERT TRAPEZOIDAL INVERT
LSP AICINO ALTERNATIVE INVERTS
SPACING NOTES:
1. For boxes with span or height less than any of those shown in table,
ROOF SECTION use next greater size box concrete dimensions and reinforcement. Make
necessary goo gas in per lengths and quantities.
SPANS 10' THRU 14'
2. Ouantities are approximate and for design purposes only.
INVERT SIMILAR 3. For boxes with span or height or cover greater than those shown in
tables, a special design is required.
4. It is permissible to eliminate the 1806 hooks on every other bar.
5. "e" bars are at half spacing (spans 10'- 14' only).
"b" BARS 6. "a" bars are of half span Ing (spans 10'- 14' only).
i 7. Provide paving notch when top is exposed and when pavement is
concrete, and adjust quantities.
S. For design and details not shown, see Standard Plan D82.
z 9. For exposed top, provide *4 0 12 each way, lap "c" bars 2'-0" or
l use full span length.
BARS 10. Soil pressures shown are factored per AASHTO LRFD and include soil weight
of fill over box, self weight of box and live load where applicable.
"e" BARS STATE OF CALIFORNIA
SEE NOTE 5 DEPARTMENT OF TRANSPORTATION
WALL SECTION CAST -IN-PLACE
SPANS 10' THRU 14' REINFORCED CONCRETE
SINGLE BOX CULVERT
NO SCALE F r% -0^
342-2
NOTES
1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 6, SHALL
NOT EXCEED 5' 45'.
2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER
THE STEEL SHALL BE AS FOLLOWS:
RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION.
ARCH TO RCP - THAT OF ARCH SECTION.
ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER
WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT
THE TRANSITION.
3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS:
RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB
SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mm
(4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL
VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION
TO THAT OF THE RCP WALL PLUS 100 mm (4").
RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB
OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL
VARY UNIFORMLY BETWEEN THE TWO ENDS.
4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY
BETWEEN THE TWO ADJOINING SECTIONS.
5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 mm (5") FOR PIPE
SIZE OF 2400 mm (96") OR LESS, AND 200 mm (8") FOR PIPE SIZES
OVER 2400 mm (96").
6. VC = 28 MPa (4000 PSi) AT 28 DAYS AND THE CONCRETE SHALL BE THE
SAME MIX AS THE ADJACENT RCB.
7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60)
BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL
TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS
OTHERWISE SHOWN.
8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE
OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE
TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE
SECTION B -B.
9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE
THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH
STRUCTURES SHOWN ON THE PLANS.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
342-2
TRANSITION STRUCTURE
RC B TO PIPE
SHEET 2 OF 2
SPAN, S 4" 5' 6' 7' g• Dia• aouxT" Aou*E To=A,TaRR.,rCT sxo T 11Efts
HEIGHT, H 2' 3 4' 2' 3' 4' 5" 3' 4' 5" 6` 3' 4" 5' 6' 7' 4'
MA%[TUM EARTH LOVER t0' 20 10 ZO'
ROOF 1 T", Ti/i` 7" 71/z" 7" T%i• T. g, T. 4. T., g• 7.. y" 7, 0%2 7, 01// T. 0%2 T, 01/2' P/i 1e/iT°/i' 1°/i 7%s 1%2 T%a` 1%i B11/i 6%z" 13" B%z". 13" Bfi' 13" BI/z" ,3" @°/i'. 13^ ,.'T17, �� � rporessr.n
u T - seclsleReD1. ane lNFeB
p WALLS T2 B'• 61/t�� 61/z" 7„ 7" 8„ fi. 61/�" SY2„7j/t` T°/2° B" 8", 9%i� fii+z" 71/4„ 7„ Bea' T°/i` ,0" 81/z` iii 9Vi` @Yz" 11' 91/z" ,3' 6%z' g" 7%i 91/i` 8°/z` 11/i 9%i` 13" 11,E }5�,
po
INVERT T3 7 T''/z 7 T1Yz 7 742 Tile 9 744 9 B 9 B 9 811/z OVz 8°!z OII/z 61/z 01/a 8Ya OYz 91iz 12 9Yz 12 9Yz ,2 9Yz 12 91/z 12 0%z 7/z OYz 3/a Ofz 3/z O�z 3Yz 0/t 3/i
October 30, 2015
NSPIACING 12" 12" 12" 12" 12" 12" 11/2' 12" tY2 12" 7Yz 12"Ill/z'112" 11/z' 12" 1%i ,2" 1Vz' 12" 1Y2 12". 11"101/2-111. OVz 11" 01/2-111 OYi 11., 4/z S. 10" V. 10" 9" 10" 9" 10" 9" Ig" -IS APPROVAL Dare W C599,6 m
SIZE BAA a4 a7 #4 si *4 *7 #4 #7 *4 sT *4 s7 a4 *T #6 ,T s6 s7 #6 1T s6 #7 #6 s7 *6 #7 #6 #T *6 #T #6 *T #7 #7 #T a7 #1 #7 #T s7 a7 *7 C wrs 5xx MN & .2 fRwr5I6�'LRE BAR #5 #5 a5 a5 #5 s3 *5 *5 #5 *5 s5 a5 #5 ,5 s5 #5 *5 #5 ,5 *6 *5 t6 ,6 *5 a6 #5 $6 #6 *6 a6 #6 a6 a5 #6 #5 #6 a5 #6 #5 a6 #5 #fi r Anuarrr m+xc7F„rss a'sr .weeSIZE BAR *6 *4 *6 s4 s6 #1 #6 #4 *6 s4 $6 #4 a6 a4 #7 s4 s7 a4 #T #4 s7 a4 s6 a4 s6 #4 ♦6 s4 s6 *4 16 *4 46 #4 *6 #4 *fi *4 #6 #4 #6 4W NOTES: r°"'esm t,s ✓SIZE BAR s4 *4 #4 *5 #5 If s4 14 *1 45 $5 *6 *5 a7 a4 a5 #5 a6 #6 afi a6 *7 a4 #5 #5 a6 BE IT
a5 06 45 06 s6 46 #6 *T #6 #7 1. For boxes with spun or height less than any of those shown
z w CONCRETE CF/LF 14 .1 15.1 15..9 17.1 , 7.9 19.6 �11
20.5 1 B.8 22.9 2i.T 25.124.0 28.5 22.3 29.3 24,3 32.0 26.5 35.6 29.5 78.5 26.8 36.1 29.3 38.3 3, .1 4i.9 34.0 46rD }B.D 5t.3 34.2 92.T
36.9 50.4 39.9 55.2 43.2 59.9 47.7 56.0 n table, use next greater size box contra+a dimensions
a - - and reinforcement. Make naceasary changes In bar lengths
�o i= REINFORCEMENT LB/LF 109 109 115 122 130 141 130 139 745 156 164 16} 192 202 ,fiT 218 .188 239 213 250 243 231 2D9 254 232 '275 262 2@T 298 299 317 334 345 301 376 317 39D 354 406 378 and quantities.
11x SOIL PRESSURE Iksfl 2.1 4.1 2.2 4.1 2.2 4.1 4.1 3.2 4.1 3.2 4.1 3.3 4.2 3.1 4.1 3.1 4.2 3.1 4.2 3.1 4.2 3.0 4.1 3.0 4.2 3.0 4.2 3.0 4.2 3.1 4.3 P. 2.9 4,2 3.0 4.3 3,0 4.3 3.0 4.4 2. For boxes with spun ar ,hei ht or Cover greater than those
shorn in icblae, o special design Is req.. -0.
SPAN, S 10' 1 12' 14' 3. 0uanti+les are approximate and for design purposes only.
HEIGHT. H 5' 6' 7' @' 9' 70' 6' 7' 8' 9' 10' 11' 12` 7" 8' 9' 10' 11' 12' 13' 14' 4 11 Is per
a"m]sa lDla to eliminate the 180° hooks on every
MAXIMUM EARYR COVER 10'120' 10" 20" 10" 20' 10" 20' 10" 20' 10° 20" 10' 20' 10' 20' 10' 20' 10" 20' 1D' 20' 10' 20' 10' 20' 10' 20' 10' 20' Ig' 20' 10' 2D' 10' 20' 10" 20' 10' 20' 10' 20' o+n#r °bar.
S '# Gars are a+ half s cin . 1 1 1 1 1 I 1 IB } 18 1 Ig I IB" 13 0 13' 0 13' 01 13" b 3 4 13" D 3 0 3 F 0 5 0 5 0 5 0 5 O 5 5 8 8 @ / 9
u
z z
S 1 I I Y I I I I I 1 Pr -v1 vin notch Ynen t I6 Bx D#Ba and Mhen Yament
o WALLS T2' 8/z 8/a B/a 9/z 8/z 0/z 9 12 10 3/z 11 15 B/a 9/2 B/E 0/z 9 12 !0 3/2.11 15 2/z 5/z 3/2 B/z 9 11 9 12 IO 3/z 1/2 15 2/z I7 3/z 8/r 15 20 6/2 22 6 o de po 9 4P P Po
- _ -- , , , I 1 I _ is contra+e, and adJus+ quan+isles.
INVERT T3 4Ye 9fi" OYz Ifi" OYz 16" g1/i 16" D%{ 16' 0%z 16" 12' 19' 12" 19' 12" 19" 12" 19" 12' 19" 12" 19' ,2" t9" 3Yi 11/z 3Yz' 1/2' 3Yz 1/2 3'/i 1/i 3(2 1/z'. 3/r 1Ya 3/z 1/i 3Yi 1Yi For + not shown, Standard Plan D@ .
SPACING 11" 7Yz" OYz 71/2" 10" 8" 10" B" DV2 B" 0%z' B' /z' 11 8° 9" B" 8" 71/i 8" 7�/z' B'/z 71/z" B'/i B" 9Yi g" BYi B" BYi 8" g1/z, 8" 8Yz' B" 9Yz" B" 8�i` B° 9' B" 9" B" 7. o des lgn and details o she , see S dad Z
SIZE BAR #T *T #7 #7 IT *7 a7 #7 ai 07 07 #7 #7 s7 #7 #7 aT sT a7 #7 a7 07 07 07 $7 47 ME #8 86 #8 #B *8 aB #B *8 #B #B kg #8 %8 #B #g S. This plan altee+ may be used for multiple cell culverts by
9 making necessary adjustments.
"f" SIZE BAR OT #6 s7 *6 *T *6 47 #6 aT 46 *7 #5 BY #B IT *B *7 #7 *7 87 87 41 #T #8 *7 88 47 111 #7 *8 AT %8 #7 *B #T *B #T tis #7 $8 #7 ,B 9. Soil Pressures shown are foctorod per AASHTO LRFD C
"a' SIZE BAR 44 M 94 s4 ad a4 #4 44 a4 44 a4 *S *4 *p 44 s4 *4 pq s4 74 04 44 44 %q #4 #9 04 #5 #4 7w #4 s4 74 *4 B' 44 ,q a4 24 14 rq *4 o d Include soil weigh+ of fill over box, self Yatghi
SIZE BAR 4$ #5 #4 #S IS *5 #6 45 *6 a6 #6 #6 #5 #6 #5 #6 06 #6 #6 #6 46 *6 $5 #6 #6 #6 IS #6 *6 #6 15 *6 *6 16 ,6 a6 #6 *7 s7 s7 *7 #7 of box and live lou] where applicable, (�
Dim •1B" ft -inch 1-9 2-7 2-0 2-9 2-3 2-9 2-T 3-1 2-T 3-1 2-7 3-t 2-7 3-1 3-D 3-2 3-6 3-2 3-6 3-4 3-9 3-4 3-9 3-4 3-9 3-4 2-7 2-7 3-3 3-3 q -D 4-0 4-0 4-0 4-T'1-4 4-7 9-11 5-3 4-11'.5-3 4-11 RCB
Dim "Bw" f+ -inch 4-0 4-I1 4-0 4-11 4-D 4-11 4-0 4-1114-D 4-11 4-0 4-1114-1 3-2 4-1 3-4. 4-1 3-4 4-1 3-1 3-9 3-7 3-9 3-7 3-7 3-7 5-0 3-9 5-0 4-615-0 5-0 5-0 5-0 4-9 5-6 4-9 6-2 5-2 6-2 5-2 6-2 s
SIZE BAR %5 *6 116 76 *6 #6 *6 #6 *7 *6 *7 afi s5 r6 ,b ,6 #6 s6 16 *6 #6 *6 a7 s7 s7 #T a6 *6 s6 #7 #7 *7 aT #7 *T ,T *T #1 $7 17 a8 IS - a
c Dfm "E" it -Inch 3-1 2-9 3-9 3-3 4-6 4-3 5-6 4 6 6 0 4-9 6 0'49 3-10 3 7 js4*4
5-T 5-0 6-6 5-2 T-2 5-4 T-5 5-7 T-5 5-7 4-3 3-11 5-6 5-2 7-9' S-8 B-6 6-5 8-10 6-6 9-O -10 9-3 6-1 9-3 E-1 1
1! 'e SIZE BAR #A 04 #4 *4 *4 s4 44 #4 iM #1 *5 45 a4 *q #4 14 *4 *4 #4 #4 a5 #5 *5 s5 *4 a4 /4 *q s1 #4 #4 #4 *4 44 s5 *5 *5 15 *5 #6Z
INVERT ElevF 7 4 1.4 4 14 14 1 1 it 1 4 117 1T-0CONCR€TE C /LF.4 1 q 1 1 71 T 6.1 80.8 60.1 86.4 64.4 92.5 63.6 94.q 68.6 104 2.6 109 Tfi.9 i15 82.6 122 BT.T 131 BB.B 124 B .0 124 88.4 5 93. 1 48 9 07 Sb 0 69. 68. 3 . .963 2 5.8 5 ap'T F 7 TI 74 7 l 7 1 I, 7 4 1 Q 0 114110951 figo�-' REINFORCEMEN LB/L 393 520427 542473 538 509 559 53d 599 558 635 563 676 691 .E 5 5 700 764 76 667 704 790 34 BTB 85 419 B 2 956 892 8 9 6 0596 2 98 2 FLAT INVERT ALTERNATIVE
See Note 5 9 5.R 2.4 5.1 SPACINGi7.
IL
2.8
�9 12.9 4F9
.1 BARS � CINGS5ee NoteS9RE (ks#) 2.8 4d@ BAR54 FOREARTH 2COVER$ UP YO 4N0 INCLUOING.80D12.8 4.9 2.8 �9 2.B 4.9f2.9 5.z„ Ci9 TYP 2-8 q'#g2a 12 BAR$9uaxB q,9 20' BARS
5.0 2,.4 5�2' 1 � „b., BARS $P��`°f" OR "a„ BARS
LING. 6 7 B f 0 12 14 RL8 I 9 ] DR] j
g"' BARS SPAS-`. Const It IOP '° 6 19 F
@ 10 13 14 1
SPAC INGII NUMBER #4 . 2 Mo 91. BARS r-2" Cir Typ + INVERT SIMILAR a
(OPTIONAL) I f" ~ #4 • 5
ARS 1- ^- BARS . + • • "o" BAR$ - -. "f" BARS Z
#4 x 9. RCB --� I
f B 1
"b" BA �1 (SPACING
�4" Min FILLET "a" BARS L." J+ #4 o SEE NOTE 5 I�PACING Q
'a" BAR$ -z
SPACING NAL) ROOF SECTIONSPACING fi0.255 d" BARS OR 0.I #4 0 12 Max t2 Max SPANS 1 0' THRU 14'
ROOF SECTION ` Y. Min FILLET r - - #4 @ 12, FOR COVER OVER 10'-0" 1:1
r r r l ..a"c-J BARS - L#4 04 0 12 Max #5 7 m 12
SPANS 4 THRU 8 I _D.25 s �u4 "d" BAR$, OR 1 0.25 s "b° BAR$
INVERT SIMILAR I 4 6 12 Max #A . 12 Max a4 m 12 Max
a4 fC #4 al 12, FOR
COVER OVER 10"-0"
t:t #5 Q Ip 12 a •' "e" BARS
"e" BARS, SEE NOTE 5-,, SEE NOTE 6J #4 6 12 i'4°x i ypClr SEE NOTE 5 ?
\\
#4 0.12 Max TypyALTERNATIVE
Corsi J+ 1d ALTERNATIVE Lonst Jt ALTERNATIVE. "o" BARS
li ALTERNATIVE "a" Corsi
Jt -
Const It 'J, SEE Const J • #4 D 12 Max
NOTES 4 AND 5 m "e" BARS, 5EE NOTE S
*4 . 12 Max IN Elwv const Jt _
Cons+ J+ ,
,. „ INVERT Elev r"a" BARS SLOPE 48:, ' EXTERIOR WALL SECTION
i- a (� BARS
bL SLOPE 40;1 r
SPANS 10' THRU 14'
^ • • STATE OF CALIFORNIA
Const
J+
~ • • DEPARTMENT OF TRANSPORTATION
a 'g" BARS .f"v BARS - •.8,.
SPAN. 5 L 3 � \".f.. .- BARS g "BAR . C.� i
S CAST -'IN-PLACE
TYPICAL SECTION 4� _ SPAN,$ T_I2 REINFORCED CONCRETE
EXTERIOR WALL SECTION SPANS 4' THRU 8' TYPICAL SECTION DOUBLE BOX CULVERT
SPANS 4' THRU 8' SPANS 10' THRU 14' NO SCALE D81
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