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<br /> ' SPAN
<br /> 8 -- ---- `' PELTIER ROAD
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<br /> HEIGHT 3 r - --- --�� S 7 i 8 INDEX YEAR
<br /> r RAD fl L t OTAL
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<br /> r g , C A IR C A BFC t3 A ? B �C Q' A $ A B- ; G A ; C A R C D ATB_ waa t3 L-P Ipso 21
<br /> STRENGTH. GLASS1FtCAT10N�A '; B C � A B C A ; B � _�" � la. . _ �__ ._� ____ —_ ___ __ :�_-:_.-- -_- _-, ,_.__-,__�,_._ _ .--�.�... .,
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<br /> � b ? , � 8 , z, 5 8 6� E�� , 8 �
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<br /> 3 1 3 # / !r , 9, 6 : FS 9. i f to 8 9 t i 7 t4 t1! ; Tri It3 ,1i .f 7 IQ ,$t 4 1 4 'i a -41
<br /> o Roitam slab T2 6 7 r 9 . 6 7�' 9 6 7 9 8 $ $ 8 9 1 10 6 8 6 8 19%16 8 4 I ._
<br /> A _____ �__ ! ___. __4�__ __ _,_ ,.___
<br /> t r i 6 , 6 6 6 6 66 17 ! 6 s 6 �, , �, 6 67 7 7 , 7 1T 7 1 ;7/
<br /> S;dewails T3 6 ; 6 :� 6 1 fi , 6 , 6 � 6 6 ' 6 6 6 +� 6 � fi i 6 6 : 6 6 8 5 6 6 6 , 16 , i ;-, .
<br /> 5 , 6 6 , 5 � ' 6
<br /> Sr ar 5 5 i 4 5 4 .5 4 4 5 _5 ' 4 4 5 5 1 4 1 5 5 1 4 5 5 4 5' S 5�4 5 r 5 5 6 5 S 6 ! 5 1 5 % s j _ _._._.
<br /> Size '. a 4 5 5 5 5 5 5 ?
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<br /> t 10 T1 1- 1 tt3 10 { t6 40 IZ t6 d0 12 I t6 14
<br /> Sar 14. 13 ! t f14 13 t1 14 ; 13 tt #3 t 43 t 1,� : 11�3�!!�-?10 13 tl 1I(3 12 12 i0 12 � t2 + i0id2 i #Z : t0 t2 t2 , #2 2 # 0 Z � ,
<br /> _ _-_ __ ' --,--_ ! .__-a-- _.__.�__;_ -:.,____,--. -- -�- � , � Bar t7ur�b�r_ d6'!°t0r`E'
<br /> 1 < : ? Jt 1 7 I! 7.927 227 4
<br /> 1 C_ - t` - �:. _ 1 - s ,i r - 20 8 21 1 1&6.9 26 9 2610, 6 5 26 9 2610,26 9 26 91610}27 l ,27 # ,27 2 27 2 12 2
<br /> J ten Yh d4914Q14-8'14-9149,44 $ 14- 14- !791}7 I� 9 Bd791t7.9178178175r7917878 Q9209Ot, 20r92892a8c0 20 ?OEi 0920209 __.. _ 1
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<br /> Size char r/+� _, 1 5 5 /q� !['] :5 5 ; 5 1 5 5 5 5 5 5 � 5 5 5 � 5 ; 5' � 5 5 5 ! 6 � 15 5 ; 6 5 ; 6 , 7 5 6 . 7 15 1 6 7 � � � c� ' 7 1 7 ; 5 6 , 7 ? �cm;ral diameters
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<br /> 1 ---r - i �- } T _ _ _ : f- 1 _ _- , } t 1 { #bl12 tU ' t2 ' 96 , #(} ! #2 16 $ t0 i2 1�S #4 .
<br /> S acrt9 1 4 13 11 14 13 , 1 14 t3 , l f 13 1 13 1 l3 13 1'11 10 + i3 #3 . 1 1 1Q 12 t2 t0 1 12 112 10 12 l2 tO , t. 12 , t2 10 , !2 1: i6 t t6 1 of round ;bars !rt
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<br /> R{ -__i--___- _..__ __•._._ __ .._.._ .__-_.,..-____T._- _..�. ...._.k-�__1...__....:.___.:__ ..'a__,..-.,_"__ _.___—r.. ..-- ,._ r -$� : . -:fit' , -{-
<br /> t + r 1. _ - , , 2&-1127 0;27 1 27.
<br /> �. JZrt , , _�$` . r ,: i7 7;269 26 726 ?�6 9126 t,27-0j27-1,27-5
<br /> Le ¢ A i ;i43. t4b114 3 ,431F4 6 1k31433,/4 , 4 '17 17- • 61751 .17.6i771175,175,176.177l2b5 520 20.5120, 2072052x51207 9 05 0 20721 ,,26 7267,2692b7,26
<br /> q.__ —_ - ,� �- -� -}- rt : __1_T_5_ -;--�- -- , �� , -�- _ ,- -}� � ,�- -�-- - 1 � : , 6 7 erghths of Oil? �nrh.
<br /> Size r 5 ' i 5 5 1 5 5 5 }1 5 5 5 5 5 ; g 5, ; 5 : 5 . 5 1 5 , 5 5 5 ' 5 i 5 ' 5 : 5 6 5 5 �i ; & „ 5 6 7 5 : 6 , 7 : 5 6 5
<br /> t s l ! t ` 1-- i� 1 11 #2 ' 10 12 12 12 10 021 10 12 16 10 1Z i6 ' 10 12 ' 16 ; 1 1 ; t2 116 , i4 <?
<br /> r S CiCfn 4 ,3 t i 14 , Iv i • t f 14 , 13 } f 43 t 13 J 13 : 13 I 1 tf? . 13 , 13 t 1 #012 12 d2 12 Q 2 _ 1_.__ -- 1 __•__— T_- _- _ _ . _._._____ �__ __
<br /> _ T T'_.?_. 17 7 ., ., O :ro. #T 0 70170rt172 J17 2 172;172 #T2 ►721i72 i, 3
<br /> l:e,� th 9 0 ,9 0 9-0 9 019 QIQ 0 9 0 ,9 0190 11,0 11 1 0 Id<O1t�011-0,11-0 ll 0 .110111 0111 0 1301130:13ti�d30:13.0 !0.013.0'13043013.013OIP30 130 ,152,
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<br /> �- _ , _- t-__-+•-_,_..-+-- .--�-----r-_ _ �_ ._�..._-Y-- _�-- —,- --1 a r •rLL ;, 1 t t , --�-- Note Far boxes of ,height les
<br /> 9 ? 9 ! 9 12 1 . i G , ,G a !$ dt3 ?5 t $ 1$ t5 t£3 18 , 15 18 18 : 15 i3 IE3 8 t5 f8
<br /> cQ �Dr'sf' Too S/czb /Yo of # 2 9 9 12 199 12 ! 9 9 is l 12 9 42 12 ' 9 j 9 9 t 2 9 ► 15 15 5 5 5 5 ----
<br /> -- �— f— - - r _ ___ - -----__ _-. - , i , r. than tha( si�oturn in table, use
<br /> zL ---- � t ��-t # - t-5 ca - - ~- +^ r + *- > i 15 ! ? 5 I5 #5115 115 5"1 15 15 15 , 18 { 15 13
<br /> Bars BafS,n61✓o,u{ 9 , 9 9 9 S 1 9 9 9 5 9 9 ; 9 9 9 t2 Z ; 9 , i t 9 . d2 ' t2 9 : 12 $ � 2 �. 5 # 5 _a
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<br /> _� ,- - --- - - -- -<— - - + _ _ _�� next greater table he l ht slabs,
<br /> '> Sr czr 4 1 4 4 f 4 d! Q _ 4 4 4 4 4 4 4 4 4 4 4 4 4 4 P 4 : 4 , 4 5 4 4 5 15 I '.0 , 4 4 4 4 4 4• , 4 5 ., 4 4 5 5 5 6 E7 Q
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<br /> �' e9 ars —* --� } r- i ,- - t- + -1 f r 2 t 2 T f i D 1 1 8 ` 14 I t t 0 8 waIll ollmenslon5 a'nd rE11112r7/C%11
<br /> acre 118 i8 18 18 18 !.t8 18 i ?5 9 _ 18 # t8 $ #5 id 18, 113 - 9 6 18 18 118 1 11818 16 : IS 16 1p+i2 IS )O , 10 , $ �1$ IE3 18 I$ )8 112 18 i 8 1 {
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<br /> ,5 a 3 O 3 a 3 $ 6 4 44 5 0 5 4 5 6 I 6`2 6 2 steel,and make necessary 1
<br /> p s !i/umber $ 3 3 4 4 3 8 3 3 C_ .. -:e_ ._ - - ---.: � _� - = �_#
<br /> m ...: : yrs_rte_ _ r r T r t
<br /> r ` 4 T fi 1 671 # 9. 2DI 1.74 i.,S 6 2.z7 t.92:2.14,2.45.2.7f }2.a2 2.25 2.55,2.$6 changes In ba lengths, tlUtnber
<br /> ' ?O.ti9i0.7T0.t39jl2- 70.840: h d. :92,1.43 830: 4. 9 [: 8 '1.28 1,0511.1611.E t,9S 1.1 .1.1911,3+� I.17. I.z13;1R3;1.25 t.3 l.5t 1.68. 1,321.41 t.5$i1.8511.$0.1.8Z2. 2 I 43 2. _ i ` �
<br /> CorrcretQ C. er4n.ft -_. 0 9 C _._-- - + - $ --- - --r- -56126 - t ,
<br /> - i i 7 2. .285 27 X60 �R 3111 346'
<br /> . -1 1 , 1 « , .� ! 3.116 ', 11 17 -17 T # 3 2Z2 � 240:2 i 258 244 25'Si265f 249 26 ,2 5 5 Of 5 ucerS and Ua 7f/tr'BS.
<br /> 1 tr Rernf- . Lbs. ,- ,. fitQ7 , , lt� , ,12 1 , , iilb; , 1 . . ,t� , ,..0-1�,,.� 128 12 t 2 �' !35147 13t3� t39; l44,t55 162,162 6: 13;164 6 . _ 8�i &91171 206 _ �- � £3� { P g`
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<br /> 24 a S 4 8 3 4 7 4 T 72 9<? 1 0 8 9 r? - _ _- -- �_' _'� :._ -i-- ._ _t r.- !9 -----
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<br /> 5 ti'et. 7 Sloe �� 7 73 SZ 661 52 54 . 56 _: 59 &2
<br /> p 81 0 77 5 6 - - _ 56, - --- . -9_--_ �- -- _.
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<br /> 14f ad �crctor k 7`5 53 .45 b 49 a � 34: 4r30 1 .15$ 305 - j - ' !- i ala 262 229 _ - - -- - - ---+
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<br /> _ . _ _ _ _.._ _ ._ 591 B21 1086 1371 ___ 1574 -_-_
<br /> t�htra,rce Capacr:�y l0 405 , 92 29 7 t2. 2Cj 5 6 Z8$ 444 621 816 _. .___ __-- --._
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<br /> a , . . - 47 '732 0'23 -1344 97 !365 1791 2259 2Ts3 I
<br /> L} sr n Orsrh Ar eQ 00� 474 321 489 21 5► X352 - -- _ ;: _.� _ . _,�-.¢„ --
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<br /> 1 _ . t 6 - 12 2 1 O i T 2 1 0 1 7 2 t O ' 17 2 I O 17 2 51 2 � + ll 125
<br /> Far culverts at rade extend
<br /> Case 1Z or 40 3 38 10 2 38 t0 qh1 8p 8 1 8 4 t :24 31 4 ; 12 ; ,_ c) , 4 12 2u 3 , t2 1Zt? .�Q 4 t2 2L 3D i 5f� _ -1-------_ - __ _ ____ ____� __ _. ___ q
<br /> fi _ . . -. .. !. ..._ _ ..... .. _ ._ _ ._ .. _ .7 317.. .. �_. tV.. _ ..._. -_ . _. �. _ .. l . . ..>..:. _.._.__. . _ _. .............. }. .. r J-.. ; "r '?
<br /> - .._ _ - t I 1 i 74 !8 2 4 IS 2 1 9 iPil 2 1 9 118 ' 29 9 ; 18 Z9fi
<br /> 2 7 6 0 1 2.7 6 a 2 7 5 K7 1 l C} 4 1 1 2 r_ 4 t 1 2 2� 4 t 1 2 2' 3 5. 4 2 2 361 2 -}
<br /> a Case 17 9 I 6 © 6 t7 Z$ 4_ _ �_. _ , F .__ .__ , . _,,._._ _ _ }--� /(// c bars �U// length to/7 slab M
<br /> _ _ _ . �, � t 4 1 ! '1 ' 24 l 1 2 2 9 15 2, 15 , 2 1 9 l5 2 9 , 151212 9 15 24
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<br /> Case 19 ; t8 27 9 #$ 27 9 1E3 27f t{ d $ 4 u�Q +'�4 6 . #A 2(? 24 4 I11 # , ; 4 i 17 1 7 4 t 7_ I-_
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<br /> 1 S PAN ID 9 l8 anv aajust gquarrtiti4s. 1'
<br /> 1GT 5- -�- 6 7 $ 1U 6 ? $ 9 $0 1 ra:;de pvvinq notch forcu4ver/s
<br /> _ ,.._. �---T- a�'grade whore PC'C approach
<br /> C 1F1 T I ON t ; IAA , A: 1 �? 8 C ! D ! A' C
<br /> STRENGTHLASS CA B�_._ � ,� B C AA CMO
<br /> A R I D A B C A B �- B , C E !
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<br /> w To Slab T 9 s,. 10 13 o3iq IO' t a't !Oy' i �i 1 1 9 O' 1 , ' 15 10' 12 ' 14 1Q��2' 14 10 to 14 do ti? 14 l8 d`/�7 ; t��!`1 i8! 1U/21 12 14 I8 { /�
<br /> Top _-�� 3 9 -z , 3 5 -� -1- - _ .- 7 ! S 7 . S T : S T 4 <,
<br /> o , 8ottom Slab 7? 18W ( 14i131z 8� 1:I t3� 9 I2 141 9 12 44 16 9 12 14 : 16 9 l2 15� 9 �,d2 115 t 13 15-� IQ I .j 1(P II9_ 104113 i 16 19�IC� ,I 16 J92; �. . . -_ _.__ .- .1 °
<br /> c, I idewa118 Ts 6 6 7 �� 8 $ 9 t4 6 7 g ' . 9 9 9 0 12 .9 3 i1 1 1 spocErs .{
<br /> ? r_i. # 10' !2 '
<br /> Srte : Bc7r 5 , 5 1 & 5 5 ' 6 1 5 5 U _ E� 5 5 R 6 $ 6 I B 7 , s 6 . 7 ; 6 f 6 Ei_ 7: T 5 6 7 T
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<br /> acn r -- ._ _ 0ya f? f`1" 11� ''1 12 1 ) 4 12 13 ' 14112 13 14 ' 12 15 1rt 411, 112 . 13 1.4 11 12 13 14 ' 1 # (
<br /> Sp r 9 - 1c 11 12 121 ( x:12 12. 9 1 12 +#2 I1 I2 IOz - 12 { 2 0 3_- ._ }
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<br /> , -`t _ _ a _ _ • - - s_ 4o t .ao t 3s 14�s�o a0 5� at 4.3gur g-11�,ao 5,x1 1 , : � . ., ,. . . . . . -. ..: , , . �•. � �� I
<br /> Cen th 32 9 53210 92 9 32 9.32� 33 i 33 ! 33 2 33 5 33 5 33 6 3� 633. 5..33-5,33.10 34 2 38 3810139. 1 39 2392,39 39.6 39 639."9.39•!4 „ IA � a � /,. ,• i
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<br /> j i , �x i r - , 77 E3 6 F 8 8 1 6 7 ! 8 8 6 7 $. 1 8 - _
<br /> Sze Bar 8 6 , 7 6 , 6 . T 6 6 7 6 6 7 7 6. 6 7 6 7 8 , , 7 ! 8 fi
<br /> a In 1 It ! (2i i2 I 2 !�" 11 I 12 # i 12 1 121 it 12 0 I2 13 ; 14 12 13 14• 12 13 , 41 rG' hi 14 ; 11 ,2 ,3 141 i1 12 14 1`# [r
<br /> 7,_ �7. 3- s . a. 4 4a 39839 t1,4o6,41 8 39 8139 11-4a 4 s '. w
<br /> L end 321,„� 3 , .,,_ _ 0 13? , 3 3 5 333 6 ` -3� 1 3 33 6:34 G 3n 9 38^#t�39 0139 3139-11393,39 6 39 5 39.734#x39 8 3d i! 0 2. 8 }
<br /> 9 �3 y , 1 _ _ _ I _ ,___., ,._ _ Y- �._ 25_ 4
<br /> - r- 1 ? '�” t_ '�. r 7 + 8 6 7 8 $ ' S.
<br /> :'~ tS��e. Bari' ,_6 6 17 6 6 7 6 6 7 6 6 7 6 6 't 7 6 $_ 6 7 $ , 6_ i A E 8 8 16 8
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<br /> Spactny 1 i2 i ! 1 12 12 iC? bars
<br /> ! 12 i2 it t2 CC I1 12 10'/2'1 12 # ! 1 ^c. a0� 12 14 _19 '45 14 !2 3 14 ' l2 13 14 1. 1 i 12 ,3 14
<br /> X q c VI 9 .
<br /> 0 ! ,•.t_ . 1 .". 9 ::��h.-.. - { -�f .. • . I '0:25 f. v C7:Y. G w:
<br /> ICen th c, 02? 021 2i-0F21021 21221.2'21221421x214 i4PI-4214:21.6'.2f-8 �5 2 0:25025e 5� . 225425 25 2662,1 ., 25fi2561256256258c'60 5 2 c, I 4 ,5,vacers C 18B '
<br /> i ,, 3 7 ''. ; 36 ' 2-7 ,`30' 33'36 27 3033 36r 1
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<br /> WOW. lop Slab rb:,d" 21 2 , �:4 21 2t 24 21 2t 24 2. . 24 24 27 2 ! 2 # 24 27 27 30 ,33 . 27, .34 , 3 2 !' . ._0. 33. 2 � � � ., .• �, � - _ ;
<br /> , -' --3, -- I l .25 `: 4 U D, . 6ars .2s .5 4 1@ 18 t
<br /> °i is 5/t� u.af� 4 i� 1 r t I t 4 ' 2 4' 2T 3, 7; 33 24 27 33. 24 c 7' 33, 36 24 27,333& 24, 27 33 361
<br /> a Bats 8 IJ A -_ .a 8 : 24 8, I8 c"4 8 18 24 !8 E $ 24 27 $ $ 2 7 2 24 2 r -,_ 1 } ti
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<br /> Aa rn ; 16 . 18 ' 12 i8 12 12 f$ 12 if ? 12 #1 : It 9 14 10 '11 10 1$ 13 ' 14 18 ,'13 # Z !6 14 ; 1 • ; i2 . 13 , 11 , 11 12 ; 13 , 12 ' 12 it 12 ; 12 , , � -- _ - ..
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<br /> N O 70 ? 7 74 92 98 98 . 1 10
<br /> Spacers Num 66 7 9C? 96 f)
<br /> c n G.202St�3G1 2.�, -' .:u ;y �.� E� , v.3� ... , .._ :. 43, 4 �._,r 5. 1�+ �, 28 383ea3A4 57!4.!3 3.27;38114383.504 J5 4.62 5.52364 4.24 4.91 6:155 X43 5. 66441
<br /> 1 Concrete. t Y. per Lrn.ff. .__ 3 9 3 ,. -- --- -- - -
<br /> X11 ! ^, 4 4 4 47`5 0 t 6 07:7 514 60 515� &766 477'55 666820
<br /> 3#, ,332 I ;�s15 34C?i42c 31 „S4. 43� 34� 38t?'4$61528 364 408 499 562 402 45p543.4Q9 45855 435 g9592� 52 c bars' br bars
<br /> Area _ I 15fl #8Q 1 21 0 240 3u(7 2i 6 1 25 c?$8 ac 4 360 432 r o /1'eirrf {cr ua/1s 5rand over
<br /> _ -�—� •_ 2 Itarr,:. for cc rr/, under 8
<br /> �K drattjic Radius R �i: 1 .88 2,06 3. 2.2 2 2 . 5 0 2 C ^ _ 2.21 2.4 0�� �1:5 ,2.7'3 3.0'0
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<br /> eu QI St pe7 l0- : -- 52 54 5B r_ 8 -+_ ,5 _ _ }
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<br /> Nead Factor tc 23$ 2E35 _ ��._ 183 165 . 141 S9 b7 . 151 . 138 ” ? 2 $ 1 14
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<br /> a Erstrance Caoac,? 1c •• ._035 __ 1359 { 713 2094 2928 1629 2058 2514 300{? 3510 _ 462C?__
<br /> ; t��,;' , fir , •,•, r r } 17 4 4 _._T 2 '.�'_- 4 � 390 4140 4950 5730 7620 � � , �^ _ I I
<br /> as vn ,c �. . O 2�2 1 _ _ $23_73450 3L3 25$8 3
<br /> , 1C 1 Gr _rl.� G 10 , . 7i 2 10 ' 171 2 !O t7 , ?_ IO t7 25 2 t0 l7ii 2 ! 15 1 $ 45 : 2 15 2 3 iS 251 2 8 15 ' 25 2 : $ 15 25 . -
<br /> s` as Z 1- 9 _i3 ! _ 9 _8 2 1 1 9 18 27 2 ' g 15 . 2 S _
<br /> Q �.� t '' _ �__ Z 1 __ 9 $ i. c. 9 $ 2 T. I' 1 5 ' 2 8 � t 5 � 2� �3. 115 27 ? 1 7 t 8 I b E?j
<br /> vlCose 2 9 1+5 ? 3 15 '_ 9 75 2 15 22', 2 9 152 8 13 $ 431 2 13 r3 2 3 13 , 322;,
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<br /> TOP{ SLAB FILLETS
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<br /> STANDARD TRIPLE BOX CULVERTS
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