TABLE OF VARIABLE DIMENSIONS TABLE OF 4 TABLE OF 4 1 Quantities shown are for concrete pipe and will REINFORCING STEEL CONSTANT DIMENSIONS AND QUANTITIES FOR ONE HEADWALL increase slightly for metal pipe installations. F Values to be added Bar Size Spa No. D O , F D Values for one Pipe For vehicle safety, curbs shall project no more
" 2
E than 3" above finished grade. Curb heights A # 4 1'-0" ~ K I I O A P D P L I shall be reduced, if necessary, to meet these I
Reinf Conc Reinf Conc H W X Y L X and W B # 3 1'-6" ~ S D P (Lbs) (CY) (Lbs) (CY) requirements. No changes will be made in CL # 4 1'-0" ~ 12" 9" 1'- 0" 2'- 0"
" quantities and no additional compensation will 1 1 6 be allowed for this work. CS # 4 1'-0" ~ 15" 11" 1'- 0" 2'- 3" 12" 7'- 7 ƒ" 4'- 3" 2'-10" 5'- 8" 115 0.9 2'- 5 ƒ" 26 0.3 "
4 D # 3 1'-0" ~ 18" 1'- 2" 1'- 0" 2'- 6" 3 Provide a 1'-0" footing as shown where required 15" 8'-10 •" 4'- 7 ‚" 3'- 4" 6'- 8" 131 1.1 3'- 0 ƒ" 32 0.4
" to maintain 4" Min cover for pipes. E # 5 ~ 4 21" 1'- 4" 1'- 0" 2'- 9" 18"10'- 1 ‚" 4'-11 •" 3'-10" 7'- 8" 163 1.3 3'- 9 ‚" 48 0.5 0 - F # 5 ~ ~ 24" 1'- 7" 1'- 0" 3'- 0"
' 4 Quantities shown are for one structure end only 21"11'- 3 ƒ" 5'- 3 ƒ" 4'- 4" 8'- 8" 181 1.6 4'- 4 ‚" 54 0.6 1 ELEVATION (one headwall). G # 3 ~ 2 27" 1'- 8" 1'- 0" 3'- 3" 24"12'- 6 •" 5'- 8" 4'-10" 9'- 8" 208 1.8 5'- 0 ƒ" 67 0.8 12 x H 7 SL # 4 ~ 3 30" 1'-10" 1'- 0" 3'- 6" n Showing dimensions - o 27" 13'- 9" 6'- 0 ‚" 5'- 4" 10'- 8" 225 2.1 5'- 6 •" 73 0.9 5 Min Length = 6" ++ 3" x i 12 x L
s SS # 4 ~ 3 33" 1'-11" 1'- 0" 3'- 9" y r n 30"14'-11 ƒ" 6'- 4 •" 5'-10" 11'- 8" 259 2.5 6'- 1 •" 86 1.1 e
a 12 x H 7
1 - v Max Length = 12 x H - - 3" x -1" V # 4 1'-0" ~ 36" 2'- 1" 1'- 0" 4'- 0" n f : 33" 16'- 3" 6'- 9 •" 6'- 4" 12'- 8" 284 2.8 6'- 7 ‚" 92 1.2 12 x L o o 2
c WL # 5 ~ 2 42" 2'- 4" 1'- 0" 4'- 6"
y t . e 36"17'- 6 ‚" 7'- 2 ‚" 6'-10" 13'- 8"316 3.2 7'- 2 ‚" 107 1.4 6 Lengths of wings based on SL:1 Slope along this n e h WS # 5 ~ 2 48" 2'- 7" 1'- 3" 5'- 3" t a s line.
r u 42" 20'- 1" 8'- 0 ‚" 7'-10" 15'- 8" 383 4.0 8'- 3" 138 1.8 r r
o 54" 3'- 0" 1'- 3" 5'- 9" a s f t
w 8'-10 ‚" i 48" 23'- 6" 9'- 4" 18'- 8"468 5.4 9'- 3 ƒ" 167 2.4 CL Pipe
y D 60" 3'- 3" 1'- 3" 6'- 3" o t m i or Pipes N l 54"26'- 0 ƒ" 9'- 8" 10'- 4" 20'- 8"549 6.4 10'- 7 ‚" 198 3.0 o i
r 66" 3'- 3" 1'- 3" 6'- 9" b
f
. G i " 60"28'- 7 •" 10'- 6" 11'- 4" 22'- 8" 620 7.5 11'- 8" 243 3.6 s t g n c 72" 3'- 4" 1'- 3" 7'- 3" n o A i 11'- 3 ƒ" t 66"31'- 2 ‚" 12'- 4" 24'- 8"710 8.8 12'- 4 •" 269 4.0 p l e s u c e i s 12'- 1 ƒ" r 72"33'- 8 ƒ" 13'- 4" 26'- 8"789 10.1 13'- 2 •" 303 4.6 Spacing t e
c
r D o
a at 1'-0"
n 4'- 3"
r 12"10'- 1 ‚" 4'- 3" 8'- 6" 154 1.3 2'- 5 ƒ" 28 0.3 s
P
e Max s
g e 4'- 7 ‚"
g 15"11'- 9 ‚" 5'- 0" 10'- 0" 184 1.6 3'- 0 ƒ" 37 0.5 a m n i m Bars E u Bars F ~ 2" 2" r
a 4'-11 •" s 18" 13'- 5" 5'- 9" 11'- 6" 225 2.0 3'- 9 ‚" 55 0.6 e d s e
"
a (Typ) n r
21"15'- 0 ƒ" 5'- 3 ƒ" 6'- 6" 13'- 0" 254 2.4 4'- 4 ‚" 62 0.8 Bars F i 8 Bars F o T g
O n s 24"16'- 8 ƒ" 5'- 8" 7'- 3" 14'- 6" 291 2.8 5'- 0 ƒ" 77 1.0 t D E l
x
u Bars C Bars C s L T s s 27"18'- 4 •" 6'- 0 ‚" 8'- 0" 16'- 0" 329 3.3 5'- 6 •" 88 1.2 a
e
x . r ) e r
1 30"20'- 0 ‚" 6'- 4 •" 8'- 9" 17'- 6"377 3.9 6'- 1 •" 103 1.4 A t T e p " : c " v
y e e 3 3 e
r 33"21'- 8 ƒ" 6'- 9 •" 9'- 6" 19'- 0"413 4.4 6'- 7 ‚" 111 1.6 T o Bars W h
r L s t ( o t
c 7'- 2 ‚"
a 36"23'- 5 •" 10'- 3" 20'- 6"462 5.1 7'- 2 ‚" 126 1.9 y
n Bars S h b L i
w 8'- 0 ‚" d r 42"26'-10 •" 11'- 9" 23'- 6"571 6.4 8'- 3" 168 2.4
e o e Bars W
f s n s
r 48"31'- 7 ‚" 8'-10 ‚" 14'- 0" 28'- 0" 712 8.7 9'- 3 ƒ" 210 3.2 o r e p o v r
o 54"35'- 0 ‚" 9'- 8" 15'- 6" 31'- 0"830 10.5 10'- 7 ‚" 249 4.0 u ° s 5 g p t 4 A
a s
y 60"38'- 5 ‚" 10'- 6" 17'- 0" 34'- 0"954 12.4 11'- 8" 306 4.8 i m n
Y r a d
o 60°
11'- 3 ƒ" r 66"41'-10 ‚" 18'- 6" 37'- 1092 0" 14.5 12'- 4 •" 338 5.5 f Bars S r s a
o r d
f 4'- 3" e n 12"12'- 6 ƒ" 5'- 8" 11'- 4" 203 1.7 2'- 5 ƒ" 32 0.4
h a L T t t O o s 15"14'- 7 ƒ" 4'- 7 ‚" 6'- 8" 13'- 4" 242 2.2 3'- 0 ƒ" 43 0.6
D o s x i t
T 18"16'- 8 ƒ" 4'-11 •" 7'- 8" 15'- 4" 296 2.8 3'- 9 ‚" 61 0.8
h
t d y
Bars B -B r 1 X b f 21"18'- 9 ƒ" 5'- 3 ƒ" 8'- 8" 17'- 4" 343 3.4 4'- 4 ‚" 73 1.0 a
o : d
e
R 6 n e d 24"20'-10 ƒ" 5'- 8" 9'- 8" 19'- 4" 394 4.0 5'- 0 ƒ" 90 1.3 a E s a t 1 u M s m
I :
27" 23'- 0" 6'- 0 ‚" 10'- 8" 21'- 4"445 4.8 5'- 6 •" 103 1.5 e A s s " 4 i i h L 6
h T C 6'- 4 •" t 30" 25'- 1" 11'- 8" 23'- 4"510 5.5 6'- 1 •" 120 1.8 d
S
n I f i Bars V -V Bars A -A Bars B Bars V -V Bars G D k o 33"27'- 2 ƒ" 6'- 9 •" 12'- 8" 25'- 4"572 6.4 6'- 7 ‚" 134 2.0 S1 SX 1 x L1 LX
36"29'- 4 •" 7'- 2 ‚" 13'- 8" 27'- 4"631 7.3 7'- 2 ‚" 152 2.4 Toe of X/2 Slope 8'- 0 ‚" 42" 33'- 8" 15'- 8" 31'- 4"781 9.4 8'- 3" 198 3.0 X 48" 39'- 8" 8'-10 ‚" 18'- 8" 37'- 4"991 12.8 9'- 3 ƒ" 255 4.0 6" W 12"17'- 5 ƒ" 4'- 3" 8'- 6" 17'- 0" 295 2.9 2'- 5 ƒ" 38 0.5
15" 20'- 5" 4'- 7 ‚" 10'- 0" 20'- 0" 367 3.7 3'- 0 ƒ" 51 0.8 PLAN 4'-11 •" 18"23'- 4 •" 11'- 6" 23'- 0" 445 4.7 3'- 9 ‚" 73 1.0 GENERAL NOTES:
1 21" 26'- 4" 5'- 3 ƒ" 13'- 0" 26'- 0" 531 5.8 4'- 4 ‚" 89 1.3 Designed according to AASHTO LRFD : Specifications. 6 24"29'- 3 ‚" 5'- 8" 14'- 6" 29'- 0"605 7.0 5'- 0 ƒ" 110 1.7 Reinforcing steel shall be placed with 27"32'- 2 ƒ" 6'- 0 ‚" 16'- 0" 32'- 0"702 8.3 5'- 6 •" 129 2.0 Finished Grade the center of the outside layer of bars 2" 30"35'- 2 ‚" 6'- 4 •" 17'- 6" 35'- 0"801 9.7 6'- 1 •" 150 2.4 (Roadway Slope) from the surface of the concrete. 8" All reinforcing steel shall be Grade 60. 33"38'- 2 ‚" 6'- 9 •" 19'- 0" 38'- 0"913 11.3 6'- 7 ‚" 170 2.8 All concrete shall be Class "C" and shall 2 Bars E x have a minimum compressive strength of a " M
3 3600 psi. Conforms to SL:1 slope 6" No bridge rails of any type may be mounted perpendicular to Rdwy Contractor shall directly to these culvert headwalls.
K Bars W Bars D1 -Dx provide bars as Bars W needed to support Bar W on inside Bars V1 -Vx face of wall. Bridge Bars S Bars F Division Standard H
" Bars C Bars D 4 "
6 Bars S " 3" CONCRETE HEADWALLS "
4 Bars V 4 n "
5 Y + 4" Bars B i 3 + 4 Bars B 3" 60° M WITH FLARED WINGS FOR Const Jt " 6 9" Min Bars Bx " -
6 1 45° SKEW PIPE CULVERTS ' -
' " 1 " - ' Bars E 6 6 0 1 " " 2
- Bars G Bars A 3 Bars A1 -Ax 1'-6" ' 6" 1'-0" 1 Bars B CH-FW-45
BARS C BARS V & V BARS C BARS B & B -B FILE: chfw45se.dgn DN: TxDOT CK: TxDOT DW: TxDOT CK: GAF S S L L 1 X C TxDOT February 2010 CONT SECT JOB HIGHWAY (2'-0" long) (2'-0" long) TYPICAL WING ELEVATION SECTION A-A REVISIONS
: : E E DIST COUNTY SHEET NO. T L I A F D