|
` 961 d �
<br /> -
<br /> SPAN 4 56 8 'PERSHING AVENUE
<br /> NEI CH T 2 4 2 3 4 ,5 3 4 ', 5 6 4 5 6- 7 8' a
<br /> r r r r r r r i I � 7
<br /> fl1pEX FI�� YEAR $MEET TOTAL
<br /> ( l / / „I X33 W. N0. 196 N 5 SNEEIS
<br /> TRENGTH CLASSIFICATION A B C A 0 C D A B C D A B C A B C A B C D A B C D A B C A B A 8 C D A 8 C D A B C A R C A B C ,+� B C Q A 8 C d 2 e
<br /> i MAX. FILL OVER rOP // P/ 3$ 1I 3 '34 4d+ // 23 34 46 6 ?4 36 6 24 ' 36 6 23 34 46 6 t 23 ; 34 46 4 20 34 4 1 PO 4 4 119 , 55 43 4 /9 33 43 3 /4 25 3 14 216
<br /> ro Slab T A4 6 7 8 6 P' 8 61 6 71' 40 * 7 9/ 6 7 9 6 7 9 /F4 6 T 9 /O T1 8 ! 71 81 /O T If! f0 /? T 8� /0 /2 8' 9 / ' 1 ' 8 / 14 I4 `
<br /> Bolton, Stab r 6 T 8 6 7" 8 6 7 8 9 67 8 0l�Fji 6 8 r 6 B /O //1/e 6 �9 O I1 T 9� !!� T1/ 9 1 T ps 9 // _ a� 8 11 j• t ! /5 J3 7 f,� Nf ,
<br /> v - -------*-- - - ---- -- 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 T! 6 rS 6 ! 6 6 6 +6 6 7 1 P` 8 T P 8 8 u :
<br /> w
<br /> Side die: Bar r 5 4 4 6 4 �' 4 4 5 4 4 4 5 4 4 5 4 4 5 4 4 4 5 4 � 4 4 4 4 5 4 4 5 4 1 4 4 5 4_�� 4 4 6 4 4 6 4 4 4 6 4 4 4 4 4- 4
<br /> 9 I/ i6 T // B� T< 10 8 10 /D 8/ /D /O 81 � f0 9 /Ot + '' 1 1
<br /> -- __ :
<br /> 8 /O 9 9/ 11 8r 9 / I 8 9 ; // t9" f0 9 /1 8 K7 l2 /,Y 9 It? /2 9 1L1 f 149 d // 9 ft
<br /> �.een M /0-J AV /0 l - IGT - X312• 2 2 2- 12 t�'12- 12 3/, ,2 2-2 IP-2 /c''-3 -2 2•e^f 4 3 I4-2 - -,3 4 2 kf-,0114-,3G14 P/4 c""14- 4- I4 P /4• 14.8 !ff f -4/$ , B • ,0 / A�* p10 s derh4_ r-�9",-.yG1
<br /> b Si". Bare 5 5 5 5 3 3 3 5 5 6 5 5 6 5 5 6 6 5 5 6 6 5 6 5 6 6 5 6 6 7 3 6 6 6 16 a" 8 6• T_ _ _ . T 6 6 �'
<br /> + - _ - - -
<br /> O 8 f 10 8 /O fO 8 /0 JO 8.¢ f0 9 /O 8' ►,�0 9 9 11 B 9 // 8 9 l/ 8 9 ► /f_ tf,f /�' 9 /2 9 149 / ' /1`3 / 9 fid ! 9 f
<br /> _ - - - -- _�_ _ -
<br /> " '� - -4 - - - 9-4 9-4 - 9 - - -7 - //- 11-71-1- - /-7� 1-1-4- -est//- I3-6l -6 3 _ -6' -6�f -6 3 IJ-9 f3�613-6� 3- T-T Ih 7 T- TT ?- f1 t". For .'vxQS of he ht less than t/�ot
<br /> b, Lsnith b 9-±� 949�69 �' 169 _ 9 -_ 4969 _ // 1/ 1! / / - -- !/ S�f/ ��#1I _ -/ _ / _ .CJI � _ / 8 - 3 _ _ _ -_ '� ., 3 � '"6 _ - - _ _ _ _ _ -: _ _ 71
<br /> =- 1 _ _ _. ; . _ {�'
<br /> - _ -d - - /I- 11.7 I- /h611- 1/-4ti1-d"/I- 11-811-1 11-6 1- !l-!� . - 3-T 3-813-5T-T,3- l3•'.f -6!13- 3 .5<3.6/1-8 - T 7- ?_ T- "- 1 P• ?� - - shmm 111 tabl use 4*xt eater
<br /> 49 ► 9 ► 8 9' 9 9 9 1 5 81 3 3 , greater
<br /> a 91.E ,far 4 5 4 3 5 4 5 3 5 4 5 6 4 5 6 4 3 6 6 4 5 6 6 4 6 6 4 ! _6 6 4 6 6 T 4 6 6 r 4 6 4 7 teYb/e hei ht s/a+�s,well dimenslons
<br /> 1/ /I 9 // 7 // df 7 Iv 6' /O 10 8 /o !O 8 /O 9 /o s U 9 9 11 8 9 l l fi 8 9w t 1 8L f!? 9 I / ®: /? 9 /0 8 , lh l 1 l f r ! and r�Piltf+ 1 Iii Sl�e�ll myd make
<br /> L h 4.6 4 4-6 4- 4- . 4 4- 4- 4• 4-�F 3-6 " -6 3-6 5.6 5.6 5.6 5-6 5-6 5-6 5-6 5-6.3-6 6-6 5-6 6-616-6 6-6166-6 6-6 6-6 6.6 6-d 6-6 6-6 6-6 6-6 t 6�tS i 6-1 8.6 !! '` #4 l 8-6' " 8.6 7 d-7 4* 6-�'�!• if ! n�e�ssrYr �htr � in bar /e jhs'
<br /> c "d Dlst . r slab-rot. Am. /0 e 8 i 6 IF-W-. 6 6 I2 6 6 /2 6 6 12 6 6 6 /2 6 6 6 /2 6 /2 1 6 ' 6 f2 ! 6 !S 6 /2 6 16 8 t8 8 /6 9 g Y � s
<br /> - - - - -T- - - -- , _ , -- _ - - - t- - _ _ nor of Spacers and gwowt/tr8s.
<br /> Bois 901MO n ,6rf�fi-rot MO 6 6 6 6 8 ' B 6 6 6 6 6 6 es 6 6 6 6 6 6 6 6 6 6 6 1 6 6 6 6 6 6 6 616 6 6 6 15 8 d 8 3 8 B B 8 g 8 8 d 8 0 8
<br /> s Sira.: Bar _4 4 4 4 4 4 4 4 4 4 5 4 4 4 4 4 4 4 4 4 5 4 4 3 ! 6_ _ 4 4 4 4 4 4 4 4 5 5 4 6 6 4 4 4 4 4 ! 4 5 6 4 6 y _Tr 4 ,3 T r
<br /> - - -
<br /> Bars S in - - B /it fr9 felt /11" '16 f2 /iB 1c^� 9 /49 f+EJ fd !! �8 %8 ; /6 !8 /? 1 - - /8 t5 - 9 9 /8 f8 !6 /B /4 8 !8 /O 9 7 /B 11 9 6 IdP IR i %&' 149 1 ! 10 >4t
<br /> Spacers IVtober ' 9 26 29 3? 30 5$ 3 3 / 4 4
<br /> Concrete: C. Y. r lin. ft. T 75 1916 .69 .8 rB .74 O 9 /.04 .T7 9 L08 96 /. !3 /.OI J. /91.301 .9 1.49 1.,€�3' 147 6108 /: + 1.55 i!7 /.3 Id/ 1/91 421lF6
<br /> Reinf :Lbs. /in. ft. 8/ 744 84 154 tit. .91 III/ B7 9 99 /!I 9" 1490'!O9 !03104 //2 /4 !09 //9 /,J3 10911/6 1216 /4B /2/ f/9 /4T /E' 124 I:fS /P$' /,'!f t 4 175 l 9 h17. /Tt 2d1 9 /75 ITL' 101 I'8 If". t8� 8 19�p / .t +�► I e
<br /> Area - -A / -- --- _ --32 --- _ . 30 -- - - 40 _50---- - 56 - - - 48 - --- -- 60 72 _ 64 0 96 /18 100
<br /> H dr_oer//c Retdlks R- 0667` . p - 1.00 071 094 /.// - 1.25 /-v0 /.20 /.33 1.50 133 134 - I.7`'/ _ 7" 0.00
<br /> S Neutral Slope x 064 - t? 077 _0169 0.62- ---067 - - - -- 073 - 056_ - - 0.59 � 46P _ __-0.66 -0IV? _ O. 4 1086 05 �_ Oar
<br /> �+eod Ta tar Ar 0?V 0. . 0.45 0369 0.49 039-- - - --034 _ - - _0450- 0550 Q31�3- _ _ "71 - - 05`14 � -�"X°AW _ Ci.eg 0" " _ a186
<br /> �+ EnlronCe Caposf _-Qt° - / f9B 86 160 246 - ---544 - - f9P ---- 2196 _- 414 - ---- -- 54 ._-- _ __.-- -� " ' _ 4 ---- _ _- _._S _,.. ---
<br /> esl n Dise!!r Q 116 i- - ► 14e 264 4016 5M :J!!1 4*6 E4 NZ '► 19/0 119+1 1 d 1
<br /> For culverts at #rodf*.o extend
<br /> SPAN !�' 12 "c a bar* full length, tarp $/a
<br /> •
<br /> HE/CH T 'S ' ! 7 8 IO 6 ' 7 ' 8' 9 ' /+D e�n/r, re�Vldlea adu4iJl®!nDl spacers
<br /> _ _ _ _ p g C D A. . B _, C @181.1 and d'd f st QvillJ wi!` es. N n�l,$
<br /> 6MEN6rH CLA SSIFICAMN A A ► C` A 8 C A Q D A 8 C D A B C A B C A 8 C A B C ti A
<br /> MAX. FILL OVER TDP 2 17 , ',J_ _ _2 I7 049 t /7 349 2 t 16 09 . 36'. 2' ' 16 . 29 36 2 14 2,6 2 /4 26 2 14 26 2 /4 26 ! 36 2� 14 , 26 36 2 14126
<br /> �
<br /> rop Slob-------- - Ti- B 16 'Id /6 �/2 /6 7 2 1617 10 14 /7 /0 j14> J7 IOT i�l�J4 /7 /O f4 / !4 /7 f4 r 1 �-
<br /> It tf b T / /3! 1 �3� 6 ' 9i 4 /8 9/ 15 i 15 'tAB t0 Pro , 9► I nd►fCh for
<br /> o - _- _.. -- - ' 64 81' / � Ii 9 -
<br /> V S de o/s/a T - 86 6 6 r5 6' 6 86 e5 . 7r , t - a " Culverts at grade where
<br /> 1 I i0C.C. esggc OOch po*47g�is used.
<br /> 6 7 . T 7 8 6 8 9 9
<br /> 9 /v 9 9 9 /f 9. Ili r 1 /, 4 peers b br1 s L
<br /> S/ae.� Bat 6 4 4 15 4 4_ 6 � 4 4 6 � 4 4 . 4 6 4 4 + 4 6 4 I. 4 6 - 4 4 _ 6-+ 4 t 4- -6--- 4- +-4 _4 6 4_ . 4 4 6 4 + 4 � 4 { ,/ .t
<br /> !O I/ /O !O 9 // /0 !O 9 9 9 / / 87 9 9 ! / ! 81
<br /> - -
<br /> \ •t t•ll�'3- � � -BZei• -! Y6-I!' -N' 7-I �/ a�b-l1- 7C ?� �`-!
<br /> a b
<br /> Length ---- -- 8 6 7 8 8 6 8 8 6 i 8 8 6 8 8 6_ 8 , 8 9 6 8 8 9 fi 8 0 19 4' bars c- -, � e
<br /> S/re. Bar 6, 7 8 6 !A_ _6 7 8 6 T 8 ---r t - - __ - ___ - n u 4 16 s
<br /> Jed 1I 9 f 10 / / /0 f0 9 // fi /D ' /O 9 9 /� 1 9 9 !/ 9 9 / / 8/ 9 / / 8/ 9 9 / / $ 9 9 I/ e�►" 9 �. / ` _
<br /> '�+- -
<br /> bi Length b /- -T -7 f-f �tP2/-/ ?-1 ?- 29'3-/ 2526- 25:11 �c'6-I -�B i 1127= td /1 - ?ft
<br /> Length
<br /> 4, - -,6i2Ff '• _- 2 5-625-A26- !2s !l - 727 IS 4� ,mac rltsl8' �" fd
<br /> o. Sire: Bar 6 6 B 6 7 6 116 T -B 8 6 7 8 8 5 i 8_ B 5 8 . -®- -5 8 8 5 8 8 9 5 �9 . 8 . _ 9� 5 !� 8 9
<br /> _ _ _ t __ __ _ _ _ ___'4 'V"
<br /> v c 9% ;/0 I 1 9 /4 f l t f 0 /o f / /O !O : 9 9 // i 9 9 +//4 9 9 / / g I 9 / % 89 9 !/ !? 9 9 // 8 9 /nve�rt Elsir ,' t?ptitXla/ Ctrngt.
<br /> / / ! -T I -7�/2 7 /2-T f -81l2B' 2- 2'- 12-9.!2-9! •! 2-9'/2 -1OI12 !! Pr9 3 ��
<br /> ,o
<br /> Length -6 0 f! - •6 •BX? ` tGt-7 -7�A�•7 AD 8 O-9 O lQ 2 6 2 6 2 2 2 Z ? 14 111 yr 1 joint.
<br /> c d Dist. S/vb-Tat. No. 18 / 1 f8 /d Id! 10 /O 18 /49 10 ! /0 /8 10 /0 /0 24 /O /0 24 ' /0 10 24 /0 /0 24 � /O /0 ! /0 24. 1 IO 10 ' IO 24 10 /0 /O .'/
<br /> e of - --- - - -
<br /> °� - - -� - - - - /O i0 IO l0 /O - /O /O /O T %0 i0 %O /0 r/0 /0 /O /O -t /O /O + ''"" TT
<br /> Bars otton, S1eb-r&. Na /O /0 /0 !0 I0- /lJ %© /0 , 10 /0 1 /O /O /0 /O 1 /0 /O 10 /0 /O
<br /> "e Sirs: Bar 0 -- 4 � 4 5 4 4 � 3 4 4__ ' 6 4 5 6 ! 7 4 6 1 6 � 7 4 4 5 4 4 5 4 4 5 4 5 T 8 4 T 8 8 6 7 8 9 *1 fir
<br /> Bots S aci /8 ! / Id 6 . 14 6 8 // 81 6 6 7� T 5 5 /8 8 8 /5 6 6/ 12 5 6 9 7 8/ 8 84 / ! 8 9 12 fi b 7 7 o belts c--�
<br /> ers Number 48 51 3 64 . 68 52 55 68 68 2 _ 76 ("Caped'$ ,b,,"bars -�-�- Reinforcement for
<br /> Concrete: C. Y. per fin. fl. I..rf/ 'I9 1 P ' . f.9? .5/ .O 3.41 18 59 3./6 /.97 _T 2.f9 5 3/3 1 -+ . 3.2 4 .6 ;3 RI interior walls Ander 8."
<br /> - _ . .. -
<br /> Reinf Lbs. r lin. ft. 36 3d 3 319 P32 715 " 30 27 327 4t�4T6 O 3/7'401 316 330 41" 36 3634 .34 74'4415 5?'8 35I 394'519158P 37! 427156 6y3
<br /> Area A h3O /44 140 /60 204 !44 /68 192 2/6 240 -
<br /> -- -- --- - -- -- ---- -- - - - - -- -- - - - ---- - - _ - - - - - - T
<br /> YPIlC�4 �, SES T'/t1 !
<br /> Hrdrou/ic Rodius R /.67 1.819
<br /> 2.06 2.22 2.50 2.00 2.2/ 2.40 2.57 2.T3 - 15.00 ~~ „
<br /> Neutral S/o a __-_� 0.49 051 - 1732 ---- --- 0.54 - 0.38 0.46 - 0.48 _ __0.49 _ _ _ 0.5! - - 052 0.56 t3ft wing reinforcement for interior walls 8 and over)
<br /> )
<br /> Hood Focto k 0.23di 0 C7 f�, - -- - -dT/65 - - 0.143 - 0.189 --- - 0167 - 0151 _O./58- - 4128 - - f 0I/4 -
<br /> Z 1 f 4e 1396 1952 1086 /372 /676 2OW 2.W 30eb
<br /> Entronco Copacity Qfa 690 9+GTes
<br /> Desi n Dischar O 1156 1494 / ' 23tS4d 3220 1792 2260 2760 33010 3 6O 500 =;
<br /> 4�J J
<br /> 2
<br /> NNW
<br /> STATE OF CA4:!FG
<br /> R ; 8160
<br /> 'ON OF NIGI
<br /> - --
<br /> ' STANDARD DOUBLE BOX CULVERTS
<br /> ' $tAIE BRIDGE 111E DRAWING
<br /> D81
<br /> PREL. DRAWING No P-
<br /> P -1 96 _
<br /> i
<br />
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