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<br /> SITE E
<br /> /-j-- - -------- r._..___._-q_--- __ - .__ F ._ --_ __.__ _ _. . -_-__.__ -------._ /� -- ----.__._Q_. ..._'_.._ WEST LANE STRUCTURES
<br /> �'� Y ` 2 ` +�/ ` r �' -.. r _.___-._.`_';J �.-__..___-.... '. sY ! �'� t P J ! `✓ �! r / r ? C7 ` N0. INDEX IF
<br /> NO. YEAR S NO. SHEETS
<br /> _ . _._
<br /> STR G, CL ASSIFICA , JON ? A B C A ate' C i A B - C A 8 C 4 E/ C i A B C u fi � 3 j A B O A B C L>�4 B G r � - T_ -�` - - 125 17-U 1963 17 18
<br /> „� 9 A u Ci A1 .Bi Cj A B C � A B C O { A B C U
<br /> n : I
<br /> X F L OVER TOP { JC) r"• ' _36" f0 24 ,38 !a < 24 38 8 /7 26 8 / 26 8 !7 ,?6 35 t' 6 35 ! 3 r 2,3 3 13 13 3 3 30 3 3 23 3a ` 2 !r 2O 2 1/ { 20 c t. O 2 1/ 20 28 2 f! 20 " 2$
<br /> _-_ _. . _-_ __ - _. 1 _--- ---�. -. _ a .._._ - _ 77 - -�-_ -_._- .- __
<br /> > tl' , 3 r 3 J• n:
<br /> O , f 6, � i 6 / 7/ 6/ 6/ 7/ 76 / 6 ! 7 ,6� 6/ .' r2;6�,614 T,28,�6 ..i64� 7h,4 t/ r /28i47 a' r /z ti%4i 7;! {ry q9 7% Tl�, u% •9.4! 8 % ' 64'I0r181� 1J% 8% ' 8% JO% 8% 8% la!/ f/!/ $!/ ;8% 10% '.(1%v 1
<br /> P .
<br /> k: 4,. 4,. 4. 4. 4; - 4 9. .. 4.: 2. r t l._ ,.. _ .- . t , - .,. 4.. 4; 4. _4i 4,. 4 ':. . 4:. 4{ 4 . . 4., .t, 2 4'., - J 4 F, ,
<br /> ottom Slab 6 7 8'/ '' 6` T $ !/ ' 6 7 ': $/ 6% 7J 8/ 6'/ T'/ 8%" 16 `/ ' 7% ' 8% 9! ' ' 6 ✓ ,^s5 rz.; 9' 6 T 9;' I 6 7'3/ 9 : 6 8 9';g: Iat 6 8 ' 9% i/C ! 6 % : / J i6S'' : 9% / l i6 :r 9 // 83/ ,y! ( / 3 , g! 1 ,
<br /> t 4 4, _ 4_ 4. - 4, <_ , � , 2 . 4. Q , d� t 2/q6 /4 . /s1 ' 1 /C^ q
<br /> 4. 21 4
<br /> S " rdewo `s Ti 4 9. 4 2 ¢ 4 2; 4 4 2, 6''' 6 0 6• 6 h 6 6 6 5 6 6 6 16 6" 6 v 6 5 6 !, 6 6 6 6 6 ` 6 6 6 6% 6%T T 7 7! f i
<br /> 6 I F, 6 6 6 6 6 6 6 6 6 6 6 C 6 b 6
<br /> -----_ ..-- ---- ---_ .--- - a - --- -- -- - -+ _..__._._ _ _ i- -�--- - - - -.{ - - - - _ _ r� -- ----- I,- _ z:_2�_-_ ,_. _ ___?.
<br /> Srze.' Bor 1 5 4 b 15 4 5 ! 5 4 5 5 4 5� 5 ? 1 _ __ _ _- T. _
<br /> 5 .5 4 5 5 S 4 7 b 6 5 S S 5 6 5 : 5 :i ! 6 5 ¢ 5 5 6 5 5 r 6 5 5 1 6 5 5 { 6 5 5 6 1 6 5 5 5
<br /> a iSpacin ! ,' '';!% 13 { (1 ' 11%2 !3 '. ; ( il�2 /3 i0 ItN%2 !3 } JQ Jl% l3 ,t7 , ! /v // /0 / 3 rl � ,3 /4 ! !< /3 !4 / / , 5 . 4 /I,2 , 0 13 4 11�� /0 J!/p , � 2 ' / t a /2 ' (2 , !I! /2 " f2 1, !/ /2 /2 'lO/I,.f/N /1J /2 �/
<br /> c..� _� { g � . S t,
<br /> Larlgth 49J48149;149748 /49149 /48 /99 /r9 /78t79.179 , . 879 ,7"9 /78/79,: 9 !, 9r, 9179 Q/Q09L0OkcC79Q9 1Qc�9209209 Q/Ora920: X19 610269 '59� 6.k? 926 4 61026 9,26 6fQ269''26Jf2T 7227 !273278
<br /> _ _--_ --__-__ ._._ _ _ - _. __ -_-. -_ _ _
<br /> b Size: Bor " * 5 5 6 5 5 6 5 5 6 �5 5 ', 6 5 `i 6 + 5 5 6 F. 5 6 a 6 T_ _ 6 -. __ - /Vale.'
<br /> j 16 c; 6 g S i b 6 6 616 b fi 6 6 6 76 6 ' 7 ' 6 6 .t7 � 6 6 7 ' 7 ; 6 ' 6 " 7 ' _7
<br /> v ! tv S acrn ! ! (/% ' r3 /l r// J3 f! 1/% J3 t /0 I/% ' 13 r0 i !% I i lD 3 t1/ ; !D ' ! , !3 /;/�, /.3 !4 1/ 7:: J3 14 ; /%; 13 14 I/r/ la 13 /4 11/ /O � !,'!/ J2 ? l/f, !2 /2 / !/ l2 /2 //% 12 12 /Ol //% 'l J/ 7 For bOXBS Of height !es than t-701
<br /> cr p g 2. ! -2. 2, _ _ P+ - �, 2 1 -- , 2 2. , 2 2: 12 /2 /2 /4
<br /> t " " 3 J4 214 31/4 2J4 2 f4 3/7 3/7 3 /7 3!17 317 3 J7 317 3 ii .317 3 /T crl7 3/7'-.3;T-317-5, 0-320320- 20-;2o3'et� 20- 20 -5 - 3 r. r' - } shown in table, use next grr c,l 1
<br /> b/ Leng,h b f/4 214 2/4 14 2 _- Ic' S 3 320 l20fi2Q32�.. 205'20 5265.i a 726 ,1X155267126 526526 . 6 5�S ,526 '7273 c15-927-%'27-i"
<br /> ! - , _ _ _ 2 _ . _� _ { _ _ >_ , - _ ,•- - - r- _ ,_ - - ;; - table hei ht slabs wall dim nsio;7 _
<br /> Length bi l4 O/4 2/4 3,14 014 � J4 3 4 0J4 � !4 3/T 017 2/7 4,/7 O/T c :J. 417 Q ! 2, f 41r 5{17 O/T 2 4/7 5 0 0202r't,75,1KGO 02a•cc0"520-02a-3c`�"52a -Oc�i e,�75' - 6-026-4 _ "-'-T26•,1,c�+;-526-7 -026;5�i'-TI26-( 26-5ai26-527- -526•.927-/ 27-7' g , e �
<br /> a Size.' Bor 4 5 6 ' 4 5 6 ! 4 5 6 4 5 6 4 5 fi ' - 8 S_ _4 _--_ s 4 F -F 4 6 6 q 6 S_ _4 6 6�4- t q 6 T ' 6 7 4 6 T T 4 6 7 7 and reinforcing steel, an, d rnc,
<br /> /I% 13 lr // /3 ft IJ% 13 !O J11 ' /3 r0 tr;f i3 !0 I1 :'3 illi /O !l l3 M 13 ,4 llrr /,3 14 11,2; r3 4 ,=1,, /0 !3 f4 l /!-y f0 ; t/% , J2 2 illi %2 i2 'flsr ' f2 /2 ? 11f ' /2 !< /O% ! 1 f necessary changes in bar re,nr ths,
<br /> 2. 2:
<br /> _ _ 2- 2: e 2 , 2: 2 /1/2:/1 12 /O ;{, a - a .
<br /> o !: Lent 909-09090' 9-09-019-09-09-0 //-0' ! lp1f OV/ 0J1OltQ'!l 01 / 01/ OIiO:// 0710 / f0/1O /30130!3 113-Of3Q r:3O'J3013OJ3Of3OI/3Of30_/3"O %3Q /TO'JT01; 0'17-C- J -017-Q l7 O'/70 f7Q'l70 /70!17f /73 /T2''/72'J7 '17 number of spacers andouc .rl' , , r..s
<br /> I r,d„01st. ;Top Slab- Tot. No. + f5 9 j 9 t /5 , 9 9 15 9 9 18 9 '9 /8 9 9 !8 9 9 9 ! 18 9 9 9 J8 9 9 /8 9 9 i 8 9 9 t l8 ' 9 9 9 24 %2 J2 24 t2 J2 24 l2 /2 24 /2 r 12 t /2 24 /2 12 + /2
<br /> / ; -
<br /> qor s :Bottom Slob Tot. Na. 9 9 9 _9 9 9 '9 9 9 9 9 9 9 9 9 _Q :_9_ _g _ s _ _ 9 9 9 9 4 9 .9 O 9 9 9 9 9 .9 9 9 P 12 1? ' /2 12 r /2 c' 12 12 12 i2 ! 12 12 /2 /2 /2 /2
<br /> _ r , - - + - --- -- - - - -- �- t -t--- --r--
<br /> 'e"- Sue: Bar 4 4 4 4 4 4 4 4 5 4 4 - 4 : 4 4 4 ! 4 4 4 5 j 4 4 4 6 1 4 4 4 ! 4 4 4 4 { 4 j 5 5 i 4 4 6 6 4 4 4 '4 - 5 4 5 6 4 6 1 7 7 4 6 7 7
<br /> 30rs !'ill ' fn 1 1 18 !8 /8 /3 ! 18 / /%' 13 , /8 /8 /8 18 /8 l8 ' /8 IT Ili !1% ! /8 / J 7 ':. 1/% 1 18 /8 18 i8 18 /sii. /8 !/P/%' 12 /0 _ .../8 8 12 /0 18 /8 !�' /8 l2 /r? iEt ` i2 / i , ! 1 r ! t t !/ J
<br /> acet �1Number _8 34 I 38 42 4i - � 38 -3$ z -z --- 42
<br /> --? -- 40 40 44 48 58 ,2 62 2 i,lf / !26', ,2 /O/p 11/2,l/.p ,27(0/2
<br /> . i p 9 I
<br /> 1- .- T r n _� ,�--'__139 1.521164 --_--- - `._ --r- l , � -- r n �t_ r 6 70 8B
<br /> cncre : C per lia ft 067071 :081,07 .79028 .820860969.820.870.9809 010.95105097,102/../3 '1.23 1.04 / /1 '1.201.3? , 05 1. 15 /291. !2 123!1.37 , t19 434 ,.44 ;55 127 139 1.52 164 1.47167--z.5,9-'i ,a4 , T620611621L84'2 (4, ,. 71 i9J226257+1.902.10 .46'27.9
<br /> - ! 2 _ , _ !
<br /> 131 /4T / /26 153 155 ' l3L' 157 157 /36 : !6/ t$1 ( 16/ f�'3 /71 192 J8i 168'196 1183 170'' a0:' /87 177209 35 !92 18722, 124.9 6/ 250 3 7 4' r7' o
<br /> Rein! . Lbs. per 11n, ft. !22 /l0 13.3' 127' 115 ' 1.3,9, 13_ 122_ 50_126 _55 ' 1 _- -__--_ _ - --___-_ � --z � 9 61 _ 26E -"573/0 6 ,26 ,32. 761277„336.4092B329534_7j44/ j
<br /> --- - - 36- ( 75 54 72 90 j /08 96 0 41 168 t 192
<br /> --- /"00 120 1.36 S0 33 1 -.. f
<br /> Ne t a Slope - - 0 24 48 30 45 6T - 54 / 71 1.87 2.00
<br /> A eo us R 64 70 1.00 .77 59 62 /"6f J. 73 6 ! .59 - -.62 66 `2 54 56 -
<br /> v fl �iou !c Radi
<br /> .59 62
<br /> IH6,id Factor k 1 75 .55 .45 .69 } .49 yJ9 # 34 4,10 1 .358 .305 .271 314 262 i 229 .206 - - . 189
<br /> s f ce Capacity 0/0 105 /92 297 12,9 240 369 516 288 444 621 t 816 591 2$ 1086 { /37/ 1674
<br /> 'Uischorge 1!100 1 174 321 489 213 396 1 609 852 i 4r 732 023 1344 978 L 65 /79/ 2259 2763
<br /> SPA N 110 _
<br /> 1
<br /> 9TRt�NG rt CL ASSlFJCr -/0/V A B C A B C A 8 C A B C : CI A t c; D � A 8 C : A B C: A B C A B , t c7 A B C { G A B C O �Or Culverts at grodP., extend Provide paVr'ng rl7tc; tcxr
<br /> At,A,� FILL OVER TCF 2 Jt 20 2 ! / 20 2 l/ 20 c' IJ ?_0 25 r; 2BI 2 /0 18 2 lO 18 2 l6 . 2 !r 20 30 2 / 20 30 2 1 20 30 r ba.r.> fill/ /e,�gth, provide Culverts at g;-"Cie wher;s F'1. '
<br /> - - ------ -- 1- - _ _ , - - - --- - --
<br /> ?Top Sib Tr 9 /O 12 9 /0 (2 9 /0 _' 9 /O 1? '/4 % 9 'C "F/ r'2: 1414�10%4, t % 14 {fU%4l ll� J4 J0!r4=1%2 !4 JO'y ? i4 q/i' 4/0%4 /2 1434 7JT /O t4 12 /434!7%4 61z~tdition:rr' space,~s (a !8* and approach paving ,:s used
<br /> ; Botta Slab Ta i T,R� 10' 113 T?�w JO" ' '3 T!/� 103iQ !3 '✓ 1l r.3 P5 8 ;/ 13 l5 181: lam' !4% 81/2 /2 14 %I 8!! 12 /4 4': 8 G rr t t5: 18'!4' 8 /2 r3!G /8lZ 9 12% 153/ /8 0,:1 'ust uan/itf ys. -
<br /> c , . _
<br /> dewo /s T� 6 6 b 6 6 6 6 6 6 ;i` ,T 7 7%`_ �� 6__. X29 -_l0 ( 6 c' _ '` ` _ ` _._ �.__ T yT' B H _- _.? 10 8 B 9�;/O%' 9 94 rOl /24 9
<br /> _ _._. - -__ _ _
<br /> l
<br /> Size ' 6' 6 6 5 h Fi 6 6 6 6 6 6 6 6 6 1 7 13 ' 8 7 7 7 6 8- 7 6 7 8 ` 7 6 7 Es
<br /> fi T
<br /> o Spooin I0% '3 !a /0% /3 f0 /0. % 13 /0 /0/ /3 10 f/ % !.? t0 (! 12 . 0i" r` t i!!/ ` 12 pST
<br /> � ' n_, _ I -`�... n_ -, .2 - h `j .x. - r ! .r_F .. ,�, =I s. n�2. .: ,-(,. `:zt .c+', . - 2.
<br /> c en th 32/03c ,0_12107 32,,73c l03�: !0321032!03303„ c .,T 334,3.s 3� . 833.0.342 39 !3810,39 139 / 3h rr-.19�,3, 3y, 39", i3 s, _, r> tiG 4C>;C). 3 =.n5640 !4!-.0}40-139-IL4074! } g 5 S J
<br /> -� - -t- - - -_. Y __ . _ - - - -- - - - - - _ - - _
<br /> b ;Size: Ba/ i 6 7 6 T 7 6 T 7 6 B 6 8 ' T 7 $ T 8 7 ;� 7 -
<br /> �' n 9 7 -8� 9 7 7 8 9 _...
<br /> ; .ry t/.. , , !• r_. ! 1.:, , :r'j j / 1,... /r ! , ; _ , .' ! f i / t , ,.. I r •� o
<br /> J.' / 0 7
<br /> a mut', !Spacing v :12 3 , 0 /Ori ; 3 /0 101 r3 /0 rC 3 10 f. :3 J ! 2. !, /2 , 2 t is<', % J 'e r !� ', J2 io712 ,rf '1 G l2 f0!� /,r ! !'(� '"4 Spacers .brrbars.-rN-!"ti_« bars c------D
<br /> .. or
<br /> ( , 02-6 ,'12-702-1032-632-7 0 - .r a-20-5,53-1134-538-7.38
<br /> br , Length L 34�O'_32-632-733-[7' i2-!Q 3 -1133"-43,3 , , .3„ , -9_3'- ,?,38-7,383 39-v 1.38-1 r,39-J �i,3 �".a� x,^v ��4tr �401a.3'i 339'6402`4/-Q(39-T39-10408:4! 6 , Cpl !`f�3 ,
<br /> . _ . ' x •T,3:�' '3$, ,3$ 9.3�-5 ,3{' ' 3,°�-f .'� '.3;r c.= �<, C;4; ; rad>,'03q ? : : .� !_ j' . ,..r; c -. „ e -'
<br /> ! :.Lan th bt 3� 232T.12 //F32 c327321r .322327,33 /32632 !/33 ,533 , , 32„ - 3, 331 3483..8 k
<br /> a j Size.' Bars l T 5 7 T 5 7 7 r r B 5 8 b 6 8 > 6 B 3 6 T 9
<br /> r. C '. r r .'. . „ ! , i . , t ,n „ !� ,'. " a r . 1< , , is . 7 t !.. !�-` i 1 t l ! ,l, .1 ♦ "6 _.. ..-„
<br /> U S -"cin JD% 13 O ' l0% ,3 !0 ! $ Y J
<br /> P 9 2, 2 J.2 rv, 0 ,0/2 13 10 / ! :G •, ,3 ? c 11 `, ,p / , ,2 !, Jr ll. 0 f4, !2 ,0/2 ! , it/ 12 /O/2 I ! it . L:' ba, B
<br /> v, � .? :? Ir It a w , i I i ,
<br /> o21-012,1-0a'. '! �, o! �/ a ,-s> p 5{;,25 CJ25 , n5"0 c'5 CTS` 2 :. -225-225-1325-' 425.4: ". < 25-8, 5 5-4 �✓� � 4 d 255
<br /> L_e_n th 2J 0 21 0 2/ O �. r G 2t 0 . a G 1 21 7 2. 2 3 G . 32 2 - , _ 21-6 r f 8 2. f -__ _ - -- - -- 4c_ 2b 625 925 625 6.25 926 - 3 `j-
<br /> - - - x . ` <- - --- /4 fillets m, In. 1
<br /> r, -- +_-_-- _--__ 5 1 /5 6 l5 '5 3c t. -? 5 36 f,5- /5 J5 136 _ 15 �/5 /5 ^ LUJSt" bars
<br /> prs Top Slab No. 27 i5 15 1 2.7 1.` /5 27 ;5 15 2 5 r5 t5 27 i5 36 t5 J,5 36
<br /> Bars :Bottom Slob TCt No, 15 J5 f5 l5 1 t5 5 5 S /5 15 i5 /5 '5 '5 5 ,<; /5 f5 5 ;'S f 1°> i5 h 15 /5 15 r'5 15 15 /5 15 a 4 m �, �� ";i ,r S
<br /> _ - _..-- ------- - -- -- - _ - 4@16e liar .
<br /> a Size., Bor 4 4 5 4 5 6 4 r 7 4 6 6 5 19 d7 4 6. 4 f 4 4 <t � g � 5P � , 4 Spacers�/8� i 44
<br /> _.
<br /> 3 ,r� 3. . � , ., rr)i� . - t )- :. 's3 9 I . ,`f9 !1 •'. 12 :h f -/. !2 5 9 r'!% if):''a 1 lt ; 1c !O% 11 'f 1 i. . .I, u u " L �. 4018 f " JtlJn
<br /> Bors ISpoc(ng , 18 /3 !G $ 1 1. _ c. 2 , O , , , c. r c, 4 ti , 6 2 9 / 2.55 4 d zS �, a
<br /> asers Number 68 68 r 4'
<br /> 76 94 ''.%' 7i 8, ? 84 )4Ji' lib OfSt f)t7r5' Invert Elev .'I p Cans P
<br /> - - - 1--- - - - - -- ----- - - - - -- - -- -.- - - - -
<br /> - , - - �. o - . ------ ._-
<br /> c, , 15 37=,'234 77,31.331 , c'.68 ., t' .��.r.94.x.. .,r... _ . .,,; ,.,.8 ...' „las , - -?982.88 .34',` 113 :.3 ,3 3.•'; 45• ` 6.4:i'..X23,35.?4`?25.65 -.62'',428..524'6./ '� \ S/O P. :%4 :1.c7 1 :.
<br /> ,G'ancret�. CY per ! n. ft ! . 8 241. �.8c' i206248�29021,. . 15 , c . _ - ? � I __' _ I . _ _ i _ ;'1 _ _. � 1, ? � , -- p _
<br /> ♦ in. ft 356r = t 470 35,9 379 48<. 357 .3 r, 502 JT, 402 514 .+9C 4c , ° _.. f--- 6l , 6c84 r ,a, :, 63. 505 52745,54,536 ,513 > BT2 54$•hO6 r 45:939',h7 636 793963
<br /> F'emf Lbs_pe.- _ _.-... . - - - - ---* - - -- :. ---- - -----_ _ - - ---
<br /> . , `„ , l ; 132` 360
<br /> Area A 150 !$n ? a 3
<br /> ± `.67 188 ?K ' (y � 2.1� ,..$0 c .5.7 2.73 ,30Q C bars
<br /> U p .5 , „ „ .
<br /> r�lpdraulc Radius R r 54 s 46 18 49 x 5; 56 b! ba!'S C) a (?p":
<br /> yutrol+S/o e i 49 1 5, - ' cU
<br /> b
<br /> tad F�ctar k .238 c"05 S 14.3 /89 J4 IYe/nf for ,nPer/ar µa/!s under 8. fi'elnf. to,- inlerlor wol'ir G tvz
<br /> �' bT hJ 8 128
<br /> e ntrone�e Capacity CIC ' 10:1.5 1.359 `3 94 2928 t62 ?0.58 <'S14 3t%0 3.5fC 46201
<br /> 63ig/7 ischorge 0100 { 1704 224/ � -
<br /> 282 - C 3450 - 4831) 2688 3390 4f4Q 4950 57 90 7ti20 T YP/CA L S E-C TION ! ' 1
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<br /> STRUCTURE SITE °E°
<br /> WEST 4ANE BRIDGE # 1479
<br /> 29C- 144 S'. .
<br /> STANDARD TRIP E BOX CUA
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<br /> 'u , ♦9�IA�1'.Yf110p - df,
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