Uniform

Top of Wall PROPERTIES REINFORCING STEEL FOR ONE 32' PANEL (DESIGN A) QUANTITY
Wall Wall
Slope FOR ONE
Height Height
Max D (#5) Dowel F H (#5) T (#5) U ~ 26 #5
A1 ~ 26 #5 A2 ~ 25 #6 A3 ~ 25 #7 A4 ~ 26 #8 A5 ~ 25 #9 A6 ~ 25 #11 A7 ~ 26 #11 B ~ 26 #5 32' PANEL

H = Av Ht
"H" WALL DIMENSIONS Soil C at at at at at "H"

of Panel
Press at 15" c-c at 15" c-c at 15" c-c at 15" c-c at 15" c-c at 15" c-c at 15" c-c at 15" c-c 12" c-c 12" c-c 12" c-c 12" c-c 15" c-c REINF
CONC

3' Max
Varies
(Ft) Fw Tw Sw Hw Ft Kw T/SF Lgth Wt Lgth Wt Lgth Wt Lgth Wt Lgth Wt Lgth Wt Lgth Wt Lgth Wt Size No Spa Lgth Wt No Wt No Wt No Wt No Wt Lgth Wt (CY) (LB) (Ft)

Level
2 1'-8" 8" 1'-0" 0 9" 9" 0.11 4 131 3 24 2 66 3'-4" 90 3.6 312 2

3 2'-0" 1'-0" 1'-0" 0 9" 9" 0.15 6 197 4 32 2 66 2 66 5'-4" 145 5.1 506 3
4 2'-8" 1'-4" 1'-0" 4" 1'-0" 9" 0.21 3'-10" 104 3'-6" 95 #4 26 15" 1'-10" 32 8 263 6 48 2 66 2 66 7'-4" 199 7.4 873 4

5 3'-6" 1'-9" 1'-0" 9" 1'-0" 9" 0.23 5'-3" 142 4'-6" 122 #4 26 15" 2'-3" 39 10 329 7 56 2 66 3 99 8'-4" 226 9.6 1079 5
Bott of Ftg
6 4'-3" 2'-2" 1'-0" 1'-1" 1'-0" 9" 0.24 6'-8" 181 5'-6" 149 #4 26 15" 2'-8" 46 12 394 8 64 3 99 3 99 8'-4" 226 11.6 1259 6

H DEFINITION 7 5'-0" 2'-6" 1'-0" 1'-6" 1'-0" 9" 0.27 8'-0" 217 6'-6" 176 #4 26 15" 3'-0" 52 14 460 9 72 3 99 3 99 8'-4" 226 13.7 1401 7
kind is m ade by TxDOT for any purpose whatsoever. TxDOT assum es no responsibility for the conversion

8 5'-8" 2'-10" 1'-0" 1'-10" 1'-0" 9" 0.30 9'-4" 253 7'-6" 203 #4 26 15" 3'-4" 58 16 526 10 80 3 99 4 131 8'-4" 226 15.7 1575 8
. No warranty of any

9 6'-4" 3'-2" 1'-0" 2'-2" 1'-0" 9" 0.33 10'-8" 284 8'-6" 231 #4 26 15" 3'-8" 64 18 591 11 88 3 99 4 131 8'-4" 226 17.7 1714 9

10 7'-0" 3'-6" 1'-0" 2'-6" 1'-0" 9" 0.36 12'-0" 325 4'-2" 156 9'-6" 258 #4 38 10" 4'-0" 102 20 657 12 96 4 131 4 131 8'-4" 226 19.6 2082 10
11 7'-9" -10"
3' 1'-0" 2'-11" 1'-0" 9" 0.39 13'-4" 362 5'-4" 200 10'-6" 285 #6 38 10" 4'-4" 247 22 723 13 104 4 131 5 164 8'-4" 226 21.7 2436 11
of this standard to other form ats or for incorrect results or dam ages resulting from its use.

12 8'-6" 4'-3" 1'-0" 3'-3" 1'-0" 9" 0.40 14'-9" 400 6'-7" 247 11'-6" 312 #6 38 10" 4'-9" 271 24 789 14 112 4 131 5 164 8'-4" 226 23.8 2651 12
13 9'-2" 4'-7" 1'-0" 3'-7" 1'-0" 9" 0.43 16'-1" 436 7'-8" 288 6'-9" 345 12'-6" 339 #7 38 10" 5'-1" 395 26 854 15 120 5 164 6 197 8'-4" 226 25.8 3364 13

14 9'-10" 4'
-11" 1'-0" 3'-11" 1'-0" 1'-0" 0.47 17'-5" 472 8'-11" 335 8'-1" 413 13'-6" 366 #8 38 10" 5'-5" 550 28 920 16 128 5 164 6 197 8'-4" 226 28.2 3771 14
15 10'-6" 5'-3" 1'-1 „" 4'-1 ‡" 1'-0" 1'-0" 0.50 18'-10" 511 10'-1" 379 9'-6" 485 14'-6" 393 #9 38 10" 5'-9" 743 30 986 17 136 6 197 6 197 8'-4" 226 30.3 4253 15
Texas Engineering Practice Act"

16 11'-2" 5'-7" 1'-2" 4'-5" 1'-3" 1'-3" 0.55 13'-3" 359 11'-2" 419 10'-11" 558 8'-5" 584 15'-6" 420 #9 38 10" 6'-1" 786 32 1051 18 144 6 197 7 230 8'-4" 226 36.0 4974 16
17 11'
-10" -11" 1'-3 „" 4'-7 ‡" 1'-3" 1'-3"
5' 0.58 13'-3" 359 12'-5" 466 12'-4" 630 9'-10" 683 16'-6" 447 #9 38 10" 6'-5" 829 34 1117 19 152 7 230 7 230 8'-4" 226 38.5 5369 17
18 12'-6" 6'-3" 1'-4" 4'-11" 1'-6" 1'-3" 0.63 13'-3" 359 13'-7" 510 13'-9" 703 11'-2" 775 17'-6" 475 #9 38 10" 6'-9" 872 34 1117 19 152 7 230 8 263 8'-4" 226 44.3 5682 18
19 13'-3" 6'-7" 1'-5" 5'-3" 1'-6" 1'-6" 0.66 13'-3" 359 14'-9" 554 15'-2" 775 12'-8" 879 18'-6" 502 #9 38 10" 7'-2" 926 36 1183 20 160 7 230 8 263 8'-4" 226 48.1 6057 19

20 -10" 6'-11" 1'-6 ‚" 5'-4 ƒ" 1'-6" 1'-6"

13' 0.70 13'-3" 359 15'-11" 598 16'-7" 847 14'-1 978 19'-6" 529 #10 38 10" 7'-5" 1213 38 1248 21 168 8 263 8 263 8'-4" 226 50.9 6692 20

21 14'-6" 7'-3" 1'-7" 5'-8" 1'-9" 1'-6" 0.75 13'-3" 359 11'-2" 419 18'-0" 920 15'-5" 1070 9'-7" 815 20'-6" 556 #10 38 10" 7'-9" 1267 40 1314 22 176 8 263 9 296 8'-4" 226 57.7 7681 21
22 15'-2" 7'-7" 1'-8 „" 5'-10‡" 1'-9" 1'-6" 0.78 13'-3" 359 11'-2" 419 19'-5" 992 16'-11" 1174 10'-11" 928 21'-6" 583 #10 38 10" 8'-1" 1322 42 1380 23 184 8 263 9 296 8'-4" 226 61.0 8126 22
23 16'-0" 8'-0" 1'-9 ‚" 6'-2 ƒ" 1'-9" 1'-6" 0.79 13'-3" 359 11'-2" 419 20'-11" 1069 18'-5" 1278 12'-4" 1048 22'-6" 610 #8 76 5" 8'-6" 1725 44 1446 24 192 9 296 10 329 8'-4" 226 64.8 8997 23

24 16'-6" 8'-3" 1'-10 „" 6'-4 ‡" 2'-0" 1'-6" 0.86 13'-3" 359 11'-2" 419 22'-3" 1137 19'-9" 1371 13'-7" 1155 23'-6" 637 #8 76 5" 8'-9" 1776 46 1511 25 200 9 296 10 329 8'-4" 226 72.4 9416 24
25 17'-3" 8'-7" 1'-11 ‚" 6'-8 ƒ" 2'-0" 1'-6" 0.89 13'-3" 359 11'-2" 419 12'-2" 622 21'-2" 1469 15'-0" 1275 6'-1" 808 24'-6" 664 #8 76 5" 9'-2" 1860 48 1577 26 208 9 296 10 329 8'-4" 226 76.4 10112 25

26 18'-0" 9'-0" 2'-0 „" 6'-11‡" 2'-3" 1'-6" 0.93 13'-3" 359 11'-2" 419 12'-2" 622 22'-8" 1574 16'-4" 1388 7'-1" 941 25'-6" 692 #8 76 5" 9'-6" 1928 50 1643 27 217 10 329 11 361 8'-4" 226 85.2 10698 26
The use of this standard is governed by the "

27 18'-6" 9'-4" 2'-1 ‚" 7'-0 ƒ" 2'-3" 1'-6" 0.97 13'-3" 359 11'-2" 419 12'-2" 622 24'-1" 1672 17'-8" 1502 8'-1" 1074 26'-6" 719 #9 76 5" 9'-10" 2541 52 1708 28 225 10 329 11 361 8'-4" 226 89.0 11757 27

28 19'-3" 9'-7" 2'-2 …" 7'-5 †" 2'-3" 1'-9" 1.00 13'-3" 359 11'-2" 419 12'-2" 622 25'-5" 1764 19'-0" 1615 9'-1" 1206 27'-6" 746 #9 76 5" 10'-1" 2606 54 1774 29 233 10 329 12 394 8'-4" 226 94.5 12293 28

29 20'-0" 10'-0" 2'-3 •" 7'-8 •" 2'-3" 1'-9" 1.02 13'-3" 359 11'-2" 419 12'-2" 622 27'-0" 1874 20'-5" 1735 10'-1" 1339 28'-6" 773 #9 76 5" 10'-5" 2692 56 1840 30 241 11 361 12 394 8'-4" 226 99.2 12874 29
30 20'-6" 10'-4" 2'-4 †" 7'-9 …" 2'-3" 1'-9" 1.06 11'-2" 419 12'-2" 622 14'-4" 995 21'-9" 1849 11'-1" 1472 17'-0" 2348 29'-6" 800 #10 76 5" 10'-9" 3516 58 1906 31 249 11 361 12 394 8'-4" 226 103.3 15515 30
13'-3" 359
31 21'-3" 10'-7" 2'-5 ƒ" 8'-2 ‚" 2'-3" 1'-9" 1.09 13'-3" 359 11'-2" 419 12'-2" 622 14'-4" 995 23'-0" 1955 12'-1" 1605 18'-4" 2533 30'-6" 827 #10 76 5" 11'-2" 3652 60 1971 32 257 11 361 13 427 8'-4" 226 108.2 16209 31
32 22'-0" 11'-0" 2'-6 •" 8'-5 •" 2'-6" 1'-9" 1.13 13'-3" 359 11'-2" 419 12'-2" 622 14'-4" 995 24'-5" 2075 13'-1" 1738 19'-10" 2740 31'-6" 854 #10 76 5" 11'-6" 3761 60 1971 32 257 12 394 13 427 8'-4" 226 118.9 16837 32

1'-0" Min Lap A3

1'-5" Min Lap 1'-8" Min Lap 2'-3" Min Lap

H - 11'-3"
5'-0"

2'-0"
H - 8'-3"

H - 8'-3"

H - 20'-10"
11'-2"
3'-0" Min Lap

12'-2"
U U U A2 U

H < 5'

H = 5'
A1 A1
1„ 1„ 1„ 1„ A4

>
H - (Ft+2'-1")
1„
6"
11'-4"

11'-4"
H - 1'-11"

H - 1'-11"

H - 17'-9"
12

Min Lap
12

H - 13'-9"
12

1'-0"
12 12
13'-3"

14'-4"

H - 25'-1"
DISCLAIM ER:

1„ 1„
1„ 1„

H - 2'-1"
Tw +

H - 6"

4'-0"
0.5Tw +9" Sw - 6" 1„
12 12
12 12 -0"
2'

Ft + 1'-0"

-0"
Lgth = H + 0.5Tw - 7'-7" Lgth = 11'-2" 12
Lgth = H + Tw
< <
H= 14' H> 14'= 20' H> 20' Lgth = 12'-2" Lgth = H - 18'-11"

1'
+ Sw - 11'-10"
< 0.75 Tw +
Tw + Sw - 6" BARS A 2 H= 24' H> 24' Tw +
BARS A 6
Sw - 6" Sw - 6"
Tw + 6"
Lgth = 13'-3"
BARS A 3 Sw - 6"
Lgth = H + Tw + Sw - 2'-6" 12" Lgth = H + 0.75Tw
Lgth = H + Tw
>
U Lgth = 8'-4"
<
H= 14' H >14'<16' H= 16' + Sw - 14'-4" Lgth = 14'-4" + Sw - 18'-5" Lgth = H + Tw >
for H= 5'
H< H> 29' BARS A 5 + Sw - 25'-9"
BARS A 1 = 29' Lgth = H - 6"
U at 15" BARS A 7 Lgth = 2H - 8"
1
BARS A 4 for H< 5'
Place vertical bars inside of horizontal U BARS B
Face of Wall A1 GENERAL NOTES:
bars (Typ both faces).
13'-0"

Panel Length minus 6" All concrete to be Class "C". BARS U

D at 12"
2 All reinforcing steel to be Grade 60.
Place footing toe against undisturbed soil.
For notes and details not shown on this sheet see sheet RW2.
A1
3 2 ‚" A2 Quantities are based on "H" being average height of panel.
See standard RW 2 for size.
2 ƒ" U Retaining Walls are designed to be coded as follows on Retaining
BARS D,H,T
Sw Wall Layout Sheets.
A3
A2 HC - 21 - 28
1
3'-0" LA - 28 - 32
Tie all bars A at Panel Length ~ 32' is standard; 28' requires special
U at 15" A1
bend point to U
quantities
front face reinf A3
Face of Wall A4 Average Height "H" of panel
1„
Design - A = no surcharge or slope above wall
H

BARS F 3
D at 12" 5" 15" A2
F at Joint B = slopes up to 4:1
F at Joint 12
locations. 3 C = traffic surcharge and/or slopes up to 2.5:1
locations. 3 A1 A4
U Footing pressure design ~ L = low, H = high
A5
2 ‚" B A A3
2 ƒ" 1 5" 15"
Bridge
H

Sw A2 Division
Sw U 3" 15" Standard
Tw Hw A5
Tw Hw
A4 A6
Clear

A1 A3
Clear

3"

B A T
Min
1'

C 3" 3" 15" 5" 15"

3"

T
1'

Min

F
3"
C
F A1 A2
A5 A6
RETAINING WALLS
A4
Ft

A7
Ft

A3
2 A2
2
Kw

Clear

Clear

F F
3"
Kw
3"

3" H
3" H
7 •" 15" 5" 15"
5" 15" RW 1(L)A
Tw Kw Tw Kw
FILE: rwstde05.dgn DN: TxDOT CK: TxDOT DW: GHO CK: MPM

Fw Fw H = 12' H = 14' H = 20' H = 23' H = 28' H = 32'

C TxDOT March 2010 CONT SECT JOB HIGHWAY

REVISIONS
DATE:

PARTIAL WALL ELEVATIONS

FILE:

< >
H= 14' H 14'
SECTIONS DIST COUNTY SHEET NO.

(Showing vertical reinforcing pattern in back face)