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1
<br /> J . fi N . -r- ---.-- -----_-- --�_-.__ ___- IPP,16A ?/c>iL S7-/2!-/CTu/2� /966
<br /> Ht-IGH 6 { L._ ` L-. ' J ' ( / i - - F S L.-, - 4 5 V I�'� 0 ROAD. FILE .. 1 5HE ET TOTAL
<br /> f .,.. ..r+ � ! N0._..- � iNDEx NQ. PEAR ' NO. � 3HEETS
<br /> F 8 4 B i. D 7 8 D A 8 A B --
<br /> -.-�� A B C I A B C D A B C O - E A B C D E
<br /> STRENGTH CLASSIFICATION A A A I A 8 A A B A L7 C A � ,-+ � � �� �'
<br /> MAX FILL OVER TOP 66 38 38 '' 66 28 ` 28 37 c8 3,? 501 12 ", ' /Z-'
<br /> 27 / 6 35 46 / l 25 35 46 /O /8 /O /8 /O /8 ' 25 5 /B 25 ' 36 9 17 25 36 45 1 9 /7 25 56 45
<br /> ' Top Slab T 6 1 6 6% i 6%4 8 7 7 8 7 B 9 7%� .fit 7 8 7% 8 .9%2 /O/2! 7%4 8 9% lO%2 8% 8%4; 8%4 8%4 8%4 B%4 9% 8%. B 4 9%4 l / 8%4 8%4 9%4 fe' 12 8t/¢ 8�/4 9%4 ,if 12
<br /> c 1 Bottom Slob T2 6 1 6 6%4 6%4 8 7 7 8 7 8 9 E7 8 "' � 8 6 8 /O l0�41 6 8 /O /04 644 8 i 63/4, 8 63/4 8 9�; 7t/4� 8%' l0 11%; 7% Bt/410��� 1/%4�/2�/I 7'l 8%4101;'/a12::!�
<br /> A 6 6 6 6 6 ti 6 6 6 6 6 6 6 6�4 7 6 6 6l4 '/
<br /> o I
<br /> ,3 6
<br /> Sid walls T 6 6 6 � 6 6 6 6 6 6 L� �' r' S �� 5 6 6 5 5 6 6 5 � �
<br /> � Size.' Bar 4 i1 4 4 4 5 5 5 5 5 5 6 I 5 � 5 5 5 5 5 5 5 6 ! 5 5 6 6 5 5 6 7 T 5 5 6 7 r
<br /> ' a CSpacing } 3/1 � � t 5 4 / �' 4! 5 14 4 4 4 - 5 4//2 2 { 4 4 5 4 %� 4 4 5 5%2 5 : 4 4 5
<br /> f 3/ 3/2 , 3l 4 5 2 2 =z 4 5 4 % 4 4 4 4 4 4 5
<br /> Length 3-?i3-214-2 '.4-2 4-3 5-3', 5-3 5-3 5-3 5-3 5-216'-3 6-- 1 5'. 6-3 i> 3 6-2 6 2 6-3 6--3 6-2 6-2 7-J' 7-J':' 7-3 7-3 7-3 7-3 7-2 ' 7-3 7-3 7-2 7-217-,3' 7-,3' 7-2' 7-3' 7-5' 7-.3 7-3 72
<br /> "d "Drst Tbp Slob /Vo. 0f 2 c 2 5 w5 5 3 3 7 3 �� � '3`� . 7' 3 3 17 3 3 7 4 7 4 7 4 7 4 4 7 4 4 4 } 7 4
<br /> a ( t
<br /> o Bars Bottorrr ,.;� -,IJo. of 2 2 ' 3 3 3 3 . r 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 n r
<br /> e? t -� <s, c� /7 3 I ? l r i 8 / 7 /3 / J l8 /2 8'/.� 6 / l8 /8 /8 /8 l8 /8 /7 18 15 / 11 / 6/ fi r0/ 7 /, 6 5 l2 7i2 7
<br /> e Hors Spat ,-'f 18 l8 /- t, . �_ x. .'8 ;t;' / 9�2 /8 8 �2 I2 t2 '2 r _
<br /> ! ✓-. r !. ao, y..,.p�-yyyp��-•' m+n n. ld'xF :q ."
<br /> 4� spacers Numoe/ 12 f? c /�. r 4 /4 ? �? 16 2 /2 /4 /6 16� /8
<br /> F` 4/ 4�% . 4 5/ 54 ,43 .48 .55 57 .40 ,42 '.43 .46 .47 .50 ...58 52 .54 .60 r 66 {.56 58 .65 . 7/ . 78 . -
<br /> C,.-,n^rete. CY. 'Oer l/n. ft 1 17 .Iry 4''3 .27 .31 ' ..%�? 5 2� ;8 �wc 43 i.32 .,.; r � ' , � 59 .61 .70 . ;p8
<br /> - , 7 C7 / 70 80 9/ 73 ' . 8 9c r :. t27 8/
<br /> li Rolof. Ibc per lin t' ? 3 n : , F ` 56" I - Gr 7 '7 t , J 90 99 126 �
<br /> � 7 � 9 , ,_. v 3�t 4r� •� 4 4,� d7 4` �4 } �7 60 68 75 63 65 7T 87 64 63 , 66 651 69 67 i4 70 '
<br /> Area A 1 3 4 C 6 9 8 12 t 6 ( 10 i 4: 20 25 /2 +'8 24 30 j 36 4c'` A/cti ve, IW07Lr,%a/
<br /> � f
<br /> i l_62 ��
<br /> E 7/ f. 2O 1.36 /.50Hydraulic Radius R 43 �,50 .60 75 7 86 -
<br /> Neutra/ Slope % {.83 1.91 .7Z, 82 1.642 .67 . 73 53 . 56 .59 .62 ,66 . T
<br /> 6
<br /> o (Head Factor k =1301107 ,851 .65 1.75 .55 .4.5 69 .49 . 39 .34 1 .645 .45 . 358 i .305 .27/ .247 - Grove/ �oyTiar�o/�
<br /> i
<br /> Entrance Capacity010 f /I /T 26 48 35 64 99 43 80 /23 /72 52 96 /46 207 272 } 313 4 vF � t shill
<br /> Design Dischorqe oioo 18 28 431 79 58 'I 107 163 71 X32 203 j 284 86 159 244 i 341 448 j 565 c �, ,Ys t I_
<br /> - - - -- - -- n ..
<br /> SPA N �'-�---_��__-- : ____--- � . _ - _ 8 /0--____-- io 10
<br /> HEIGHT 3 ' _4 5 , 6 7 1 3 4 5 _ 6 7' 8 � �` 5 � �6" 7 ' 8 � �
<br /> �
<br /> STRENGTH CLASS/FICAT/ON A B A B A 8 C A B [° + -A- ^ 9 C 1 A B 1 A B A B A B C A B -G T- AB--C A B A B ! A 8 A B A B C A B
<br /> / 2 1 /6 26 35 /6 26' 3 /3
<br /> MAX. FILL OVER TOP l6 26 + 6 6 , 6 26 ` 21 13 21 13 2/ /3 2/ 3/ 21 3/ /3 2 3/ 9 /8 9 /8 9 18 9 /8 8 /6 28 8 /8
<br /> i
<br /> U Top Slob Ti 7%4 8%417% Bt/j7% 8t/'93/ 7% 8e4 _ ;'% 8% 9i ; 7� 8%2I 7% 8/2 7% 8 i7t/ 8t/ /O% T% , 8%2 /0% � 7i4 8%210% 5 9%2, 8 / 93/4 B%4 ;�3/. 8t/�93, 8%/293/ 12%! 81293/ ,4- _ DETAIL
<br /> c I s; rr ' _,3i i t i i I i i t i i i i ., �8.3i */0% 9 JOS' 9 /O�" 91/ / I ' 9,/ l/ /31/ 914 / 1 f3 � A L:
<br /> o Bottom 5/ab T2 7/2 8 ' 7%2'83/4 7%2 831 101/217%2 8 ",�x 1 /2 t ,Y 1�.,,�; 7,. 9/� 7��� 9L� 7/ 9 /2, 7/- 9/P f//17/ 9 /2 /l / T/2 9/2 /// 4 2 4 4, 4 4 _
<br /> T5 6 7 6 7 6 7 8r 6 7 % 6 7 8/, h <, 7�126%� 712 6% 7% ' 611 7% 9314 6%2 7% 934 6! 7!2931 17%4 9 �2 7 /4 9%2; 7/^. 9'72 7%.a 9�2 T% 9!fp /l%2' B 7 fir '
<br /> Size: Bar 5 5 5 5 5 5 6 5 5 5 5 6 5 5 '' S 5 5 5 6 1 5 5 6 5 5 T 6 6 6 6 66 6 ~ 6 �6 6 6 7 6 .___.SCALE
<br /> Spocfnq 9 7 9 7 1 9 7 9 9 7 9 7 9 ' 9 7 9 7 9 7 9 T 8 9 7 8 9 T 8 // 8 / / 8 Jf 8 11 8 / f 8 9
<br /> en "1,� tJ`ev a -� 0 o (V „-t; 7 7- ',' G � -5 9- �-8! 9-5 9 8' 9-`. 9- . 9 `� ' . BUILT
<br /> c Bo9,c86 - 6-8t� Vit E, ter , -6 B , 8 % 87r�� T77-8'7f 7._7 '_ R, �7fG'� 4 98f9.598 5 _ 9 ,9
<br /> .� . '.F is d" +. F: h- '=, in r F: s; a'- F.. __ - __F. _..j:-_. -____ - `-'.
<br /> .S izs 1 {!! „ 5 ., � � r, t� � _, F� ; � 5 � 5 6 5 � 6 5 5 6 � 5 - 6 5 6 5 '' �5 6 5 6 6 � � �
<br /> b .S'pacirq :3 7 9 7 �> 7 9 9 7 9 ' 9 9 9 .7 9 7 8 T 8 9 7 8 i f 6 11 8 11 8 l/ 8 / l 8 9 ' 1/ `
<br /> CORRECTIONS BY
<br /> (Dimension "X" 11-3 1-4 1-3 1-4 /-3 1-4 /-8 I-3 1-4 1-8' /-3 1-4 1-8i /-6 I-7 !- 1-6 1-7 : 1-6 , 1-7 I-•8 1-6 1-7 /-8 l-6 1-7 1-8 �2-0 O '2-0 2-0 2-0 ?-O 2-0 2-02-02-0 2-6 2-C /%
<br /> C i 3 4 3-5� _ - - NO CHANGES
<br /> qD
<br /> Length J-13-21 3-1 3- 3-/ 3-2 3 !O' 3-1 3-2 3 fO' 3�l 3-2 3X0 3 v _55 -4 3-5 13-4 3`5 3 /OI 3_43-5 3 �0, - 3-4 3-5 3-/O' -/O 4-2 3-/O 4 ?I3 /0 4_2 3-10'4-2 3 f0 4-2 4-8:j-10, �t 2
<br /> G -- t- - ---- - - --- -+ T - }`- _�- - _ , _._ �. DATE--Y-0.L1--
<br /> (f)
<br /> ATE 3 • / '� - !� 7
<br /> � „n„ Size.' Bar 0 �5 T 5 T 5 5 5 5 6 5 5 6 5 5 6 , .� 5 5 5 5 5 5 5 6 5 5 6 5 5 6 5 6 5 6 5 6 a 5 6�5 6 6 6 6
<br /> Spacing 9 7 9 7 9 7 9 9 7 9 9 T 9 1 9 7 9 7 9 T 9 T 8 9 7 8 9 8 // 8 // 8 ! 11 B // 8 // 8 9 i,% 8
<br /> - - t- - - - -T ' 2 2-5 2-O 2-5'2-0 2-5 2-8, 2-02-5 2-8 I2-0 2-5' 2-8' 2-8 3-4' 2-8 3-4, 2-8 �3-4;2-8 3-4 2-8 3-4 3-62 B .X-4
<br /> c ( Dimension Y /-/O /-f/ /-l0 /-11+/-l0 /-// 2 3; l l0 / 1 2-3' 110 f /12 312-0 2 � _ 0 I
<br /> Length � 5-2 54; 62 6-41T-2 7-47-/0' 8-28-48/0; 9-2 9-4 9 /015 4 5/0 6 46 / 7- 7-10 B 48-IO 9-3 9-4 49 -/0//-j 6 // 7/0' 8-18-1019- 19-lO1 /O-/ /U/Oj/J-/ /I/0 I2-312 ; f2 %�'/3
<br /> ---
<br /> --10! 6 _.-0'--_- �--
<br /> j „c „ �` 5 5 6 5 5 6 5 5 5 5 5 5 6 5 5 6 5 5 6 5 6 1 5 6 5 6 5 6 5 6 6 5 6 6
<br /> Size.' Bar �5 5 5 5 S 5 6 I
<br /> a, Spacing i 9 7 9 ! 7 9 7 9 9 7 9 9 7 9 ! 9 7 9 9 7 19 8 9 7 8 9 8 / / 8 // 8 1 / l 8 f / 8 / i 8 9 _
<br /> _. 1
<br /> 7
<br /> r - -
<br /> - - - - e
<br /> D
<br /> _ r'-v 2 5 �=-0 2-5 2-O 2-5 i2-O ?-5 2-8 ,2-0,2-5 2-B �2-O 2-5 2-8 2-B 3-42-8 3 4 �2-8 3 4 ',2 8 3 4 '?_ 8 3 4. 3 62-8 3-4 �r T
<br /> �-
<br /> Len 3-8
<br /> Y 13 8 3 /0 3/8 3101/-/O /-// 2-3 /-/0 /-l1 2-3 /-/O /-/ l ?-313 9 4 5 3 9 4 5 3 9 4-5''3-9 4-5 5-0'3 9 4-5 5-O X3-9 4-5 5-O 4-7 5-8 '4-7 5 84-7 ,5_8'4-7 5-8'4-T 5-8 6-0 4 7 5-8 6- :'
<br /> q 3 8 3!0 4 6 3-8 3-/O 4-6 _
<br /> l ---- a - -- - --� �. _
<br /> Top r3831O4-6 , 5 5 5 5 5 5 5 5 5 9 5 9 5 5 9 5 > F
<br /> Bos 1 Bottom Slab Hof.of 4 4 1 4 4 4 4�4 4 4 4 4 4- 4 5 5 5 5 5 5 5 5 1 5 5 5 5 F 7 5 5 9 5 9 5 9 5 5 5 5 5 5 5 5 '
<br /> - - -- - -- -
<br /> I'Bars Spacing /8 /8 /8 /8 /8 18 /8 /8 /8 /8 /8 /8 /8 18 /8 /8 18 /8 /8 /8 /B /8 i /8 /8 /B /8 /8 /8 /B IBI /8 /8 /8 /8 /8 /8 /8 i8 18 /8
<br /> - ------ Y - ---- ° 3 - - T- - - ' 3E' 40 40 44 ; ?
<br /> 4 28 32 36 28 32 2 36 40 40 32 34 �- 0
<br /> c 'Spacers TotvJ Number 2 rT- ------ - -
<br /> Conciete. C. Y. per lin. ft 47 ,56. 5�®60 1.55 64 T8 1 .58 .68 .84 ,.62 .73 8.9 .52 65 ,.56 .70 '4 .65 '.79 1,00.69 '.83 1.06 : .73 .88 .1.12 ' 75 .94j.82 1.02,.86 r08 .92 L /5 x.97 '12/ '501/.06126 15 "
<br /> o -
<br /> p 1
<br /> p iReinf. lbs. per lin. ft 107' 130 114 /38 /l8 143 168 , 125 150 /76.132 1,58 '1841118 ' 146 1125 '154 159 136 /67 21/ 143 174 ,220 ! 147;/79 225; l43 22/ /48 22B /54 ?35 /60 ;244 /64 .250'2 65', 170 255 2 , , ,
<br /> 28 / 46 162 / 75 /.O9 _
<br /> Area A 2/ 42 /.B7 � 2.00 /.43 � /.67 /8g 2.06 2.22
<br /> 1 y 49 24 1 32 40 48 56 64 40 50 60 1 70 80 90 N IS ("' A
<br /> Q jH draulic Radius R 1. 05 1 1. 2 I f /.3,3 1.54 1. 71 f t .37 .
<br /> 3 ;Neutral Slope % 0.52 0.54 0.57 0.61 0.64 0.50 0.52 0,54 0.56 0.59 0.62 0.47 0.49 0.5/ 0.52 j 0.54 0.56
<br /> b Head Factor k i 0.423 0.332 0.281 0.247 0.224 0,404 0.3/4 0,262 0.229 i 0.206 0. 189 0.288 0.238 0.2'95 I 0./83 0. 165 0'. 153
<br /> ' Entrance Capacity 010 112 i 173 241 317 400 /28 197 276 362 457 558 247 345 1 453 57/ 698 834
<br /> Design Dfschargey Oioo l85 285 398 523 659 2/2 326 455 597 753 921 407 j 568 1 747 j 941 1150
<br /> For CUIVOrts of grade, +T3 S
<br /> T3 S T provide *`4018 ea. way , - „Y
<br /> C9 adjust quantities.' X See .LetAt
<br /> o
<br /> rr > t ---
<br /> 1 -o Bar '�4 �t . _e_ . . •. :, Ke}ped const.
<br /> ti • 9
<br /> 3/ m/n. fillets-- - �, T e-
<br /> Provide paving notch
<br /> 4 d Bors 2S w -, l ruin. fil/et >u 4� ,; Provli ye pavin notch „� r.
<br /> 4 d Bars S 9
<br /> v 7 ) u rr r i I IL
<br /> 7 ,
<br /> a. . .. . _ where PC.C. a roach 'r : fnr :, u/verts a, r�rade 'r_
<br /> PP `�
<br /> .2S �`4 " = for cu/vents of rade n .1
<br /> j
<br /> ''5 `e„bars - ! ' J p i g � - 8 ma ` r h �� ac�crOccr
<br /> oV n is Used. ✓�l
<br /> u
<br /> - Spacer Bors a /8 Max 6 "Bars
<br /> invert E1e�� � Slope 6 / a Slope 4. /, ° t E/e ,
<br /> fr \ 3 _ - In ver �.
<br /> 1 ... - 1 ,F _ •y-_ f
<br /> Invert E/ev _ 1' 7 / 60
<br /> °
<br /> Z r �, T 4 d Bars -__ _ - - - ------- -
<br /> Q ------ , -'- -- ° * S s .2 O Bono/ const , S ' _ 0,0/iono/ ..:c,)rl 5/
<br /> �{ �N2 � 4 'd"Bors S p
<br /> • 2
<br /> r , B
<br /> Slope % 12 v� a �a Slope °/4 ,o „
<br /> /2^ �;
<br /> r ,
<br /> T RNAT/ VE ALTERNATIVE AL'_ TERNAT/ VE' - - - Fh .- ; s STANDARD SIN ,+:� �� #� BOX CULVERTS
<br /> w a FL. A T I N VERT V /N VER T TRAPEZOIDAL iN VER T "y a e _
<br /> `O "Bars rr Bars # S . Cit ens <, ,�c '
<br /> cl. ,� <� Oil
<br /> T YP/CA L SEC TIONS 2' THRU 6 ' SPA NSAIS - �- - - --
<br /> _ T YP/C,�4 L SEC T/Ol'�f ? �HRC.�' l2 SPA F, ;.; D80
<br /> i
<br /> --- -- - --- --- -- - - - -- -- ------ - - - ----- --- --- - ------- ------- -- _._ - _ __ -- - -
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