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SPA N 4 5' 6' 8`
<br />HEI GH T 2 ` 3 4 ' 2' 3 4' 5' 3' 4 5' 6' 4' 5' 6' 7 ` 8 `
<br />TRENGTH CL ASS/F/CATION A B C A78 C r DA A B' C D A B C A B' C A« B+ C D A B C D A B �4 4.20 34 4 /9 33 43 4 19 33 D A B C A B C A B C A B C D A+ 8. C D
<br />4 6 23 34 46 6 23 -
<br />MAX. FILL OVER TOP / l + 2/ 32 11"23+34 46 // 23134146 t 6 f 24 36 6 t 2 36 + '23'34"46"
<br />+34 +46 4 * 20 i 43 3 + 14 + 25 3 /4 25 3 /4 125 3 /4 25 37 3 !4 25 37
<br />- - ' � ! _ 9%4 6� 7 9 /O% 6� 7 ! ! y ! /O/ /2 7/ 8 / /O /2 8r¢+ 9 /2 Br¢ 9r� /2 8r� 9/p+ /2 8/r 9/p /2/ /4 8�¢ 9 2 /4
<br />To Slob T, 6 6% 7/ 6 6 7 8 6 6/ T'' 8/ 6 7 / 9/ 6 / 7 � 9/ /O/ 7 8 lO 74 8.4 /0 7/4� 84 � � �q � � � � 1 �
<br />IZ Top
<br />- - T'T I 6 7%+8 9% 6 +7� 8� 9� 6� 8 O� 6 8i0� 6� 8 /O i/% 6 %80� //�i 7% 9� //� 7% 9� //% 7% 9 /// 2 7/ 9� //��,1/2 7,�0 2 Tr IOC 2�' 7T /O� 2 7T /0 + /3 /5 7r /04/3 /5T
<br />Bottom S/ob - i_ 6 _ 8 _ - - -=4 - dl , '4 6 - - 4 - '4 - 4 - 4 - - '� --- 4 -'� - Z 4+ - - 4 - 'ter �+ '� 4 4 ' : + - -- +
<br />v° - 6 6 6 6 6 6 6 6 6 6t6 6 6 6 6 7/ 6 6 6 6 6 6 6 6 6 7 7 7 B 7 7 8 8�
<br />S�dewo/ls r5 6 6 6 6 v 6 0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 ,f
<br />Size Bar 0 5 4 4 5 4 4 -4 5+ 4 4 4 5 4 4 5+ 4 t 4 5 t 4 4 t 4 5 4 4 4 5 4 4 5 4 4 5 4 4 4 5 4 4 4 6 4 4 6 4 4 6 4 4 6 4 4 4 6 4 4 4
<br />° S ocin / / t / / 9 / / 8 7 / / O 8 / 7 /O 8 /O /O 8 /O /O 8 /0 9 /O 8 �/O 9 9 / / / + 8 / 9 / l / T - i i I I i ' I t I ' T t I - T - T + _ - 7 --
<br />---- --- ---- I 1 I I I -- - 1 j - I '�'
<br />-- - �r- -
<br />1 / -- t -- + 8 /D /2 9 /O /2 9/ /O /2 9 lO ///9 /O 8/�// r� 9/ /O B
<br />8/ 9/ // 8 /O 9; 11
<br />/0-3 /OIO 2 /O-2 /O-3 /O- O- 0-2 /2-3 /2.2 /2-2 /2-3 /2-2!/2-2 /2-3 /2 2 2-2 /2-2 /2-Y12-2112-2112-2 /4 3 /4-2 4 - /4-3 /4-2 /4-2 /4-3,/4-2�/4-2 /4 2 /4- /4-214-2 /4-�8 /8-4 /8 2 /B-2 /8 4 /B-2_qK/8-2 /B -4t/8-2 /8-2 /8-7 /8-5 /8-5 /8�8 /B- 18-5118-818-10
<br />Length 10-3,10-2110--i
<br />+_T / 7 _ 5 6 6 5 6 6 5 6 6 5 6 6 7 5 6 6 7 6 6 7 6 6 7 6 6 7 6 6 7 7 6 6 7 T
<br />b Size .' Bar 5 5 5 5 5 5 5 5 5 5 5 5 5 6 5 5 6 5 5 6 6 5 _ + +- -
<br />e -1�- in / / / / 9 / l O 8 7 / / O 8 7 /O 8 /O /O 8 /O /O 8 /O 9 /O
<br />1 . --- - �- -- --+--t- �-
<br />�- -- +8111 /O 9 9%i // +8� 9� // 8% 9� // 8� O� 91 l/ 8 /0 /2 9/ 01 /2 9� /0 /2 fig% /O //� 9� /O BT //Til 9 /O
<br />� or S oc_Q t
<br />b, Length "b 9-4 9-4 9-6 9-4 9- 9-6 9- 9-4 9-4 9-6 9- //-;f /l-6 / l•7 / l- l 1-6//-7 //- / /-611-711-811. --/-6'//- / /-8 /3-6 /3-6/3- 3-6' 3-6 3-8/3-6,/3-6 3-8/3-9 /3-6 /3-6' 3-8 -2 7-7 /T-8 7- /7- /7 8 7-9 7- /7-Bt/7• /7 /7- 8-0/8-5 7- -10118-318-6
<br />�--f-
<br />Length "b�'� 9-419- 9-6 9- 9-5 9- 9- 9- 9-59-6 9- l- //- 11-7/l- 11- Il- //- /l- /l-7//-B//-4fi/l-6 /- /-B 3-5 3-7/3-B /3-5!3-7;/3-8 /3-5ti�3-6/3-8 /3-9 3-5/3-6/3-814-217-5/7-817-9117-517-817-917-517-817-917--8 7-///8- -5 7-8 7// ---0 8-7
<br />a Size Bar 4 5 5 4 5 5 5 4 5 5 5 4 5 6 4 5 6 4 5 6 6 4 5 6 6 4 6 6 4 6 6 4 6 6 7 4 6 6 7 4 6 7 4 6 7 4 6 7 4 6 7 7 4 6 7 7
<br />C _ S cin // / / 9 l / O � 8� 7 / O 8 7T l0 8 /O /O B /O /O 8 /O 9 /0�8 /O 9 91 / / 8 i 999 / l BT 9 + / / 8� /O 9 / / 8� /O l2 9 s Oj /2 9 /O /_2 fi 9 �¢ /O l7� 97/1 /O t BT 11 9 /0 888
<br />` en th 4-6 4-6 4-6 4-6 4-6 4-6 4-6 4-6 4-6 4-6 4-6 5-6 5-6 5-6 5-6 5-6 5-6 5-6 5-6 5-6 5-6 5-6 5-6 5-6 5.6 6-6 6-6 6-6 6-6;6-6i - -; t - -
<br />- --- . - -
<br />L 6-6 6-6 6-6 6-6 6- 6 6-66.6 6-8 8-6 8-6 8-6 8-6 8-6' 8-6 8-6 8-6 8-6 8-7 8-7 8-7 8 8 8-7 8-7 B-8 8-9
<br />"" �- - 6 6 6 /0 6 6 6 /2 6 6 /2 6 6 /2 6_� 6 6 /2 6 6 6 /2 6 6 /2 6 6 /_2 6 6_ 6 /2 6 6 6- /6 8 8 /6 8 8 /6 + 8 8 /6 + 8 8 8 /6 8 8 8
<br />-- - Bars Bottom Slob Tot Alb 6 6 6 /
<br />� d D/st To Slob -Tot. No. l +-
<br />6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6� 6fi6 6 6 6 6 6 8 8 8 8 8 8 8 D 8 8 88+ 8 8 8 8 8
<br />e
<br />Size: Bar 4-- 4 4 4 4 4 4 4 4 4 5 4 4 4 4 4 4 4 4 4- 5. 4 4 5 -6 4 4+ 4 4_ 4 �- 4 _4 4 5 5 4 5 6 i 6 4 4 4 4 4 5 4 5 6 4 5 6+ 7 4 5- 7 7
<br />Bars S cin /8 t /8 /8 /8 /8 /6 /2 /8 /2 9 /O /B /8 /8 18118116 /8 /2 /0 /O /8 8 9 9 /8 l B /6 /8 /4 8 / /8 %O 9 / 7 /8 / l 9 6 /8 /B 0 /B 12 fi l0 /8 / / i /O /4 9T 7 j 8 j / /7 8 T t 7 T 8
<br />vers Number 23 26 29 23 26 29 32 30 33 36 36 4/ 44 44 47 56 50 60
<br />C Concrete. C. Y per /in. ft _ 470511057.6505706 .69 .5 .63 .6 75 .5 6 BO .6 .75 .86 .69 .8 OB9 0.9 .74 086'110.971104 T7 .9 /.08 0.82 .96 1 /3 .8 /0/ /.19 /.30 .9 /.07 1.251147 1.08 /.30 /.55 1.141137116 / /. 191142 /.66 /.32' /.56 /.83 2.14 1.39 /.62 /.99227
<br />4 / // / / 9 //6' /26 /48 /2/ l /9 /47 /25 /24 /55 /28 /3/ /64 /75 /29 /3T /77 20/ /69 /75 2 /72 /8/ 2/8 /73 /88 29 /85 /99 48 99 /9/ 20 84 /4
<br />Jreinf Lbs per /in ll. 8/ 74 t4 I4 i 79 9/ /I/ I7 I5 9!�/l / !9 /II /L! ll3ill 1 //2 /I I9 9 33
<br />SPA N lO' /2'
<br />HEIGHT 5` 6` 7` 8` /0' 6' 7` 8' 9` /0, 12'
<br />SIRE-NCi TH CLASS/FICAT/ON A B C A B C A 8 C A B C D A B C D A B C A 8 C A+ 8 C+ A R I C O A B C D A B C D
<br />MAX. F/L L OVER T 0 P 2 / 7 5e 2 17,50 2 171 30 2 /6 29 36 2 /6 29 36 2 /4 26 2 /4 26 2 / 4 26 ! 2 * 14 26 36 2 /4 26 36 2 /4 26 36
<br />To Slob -T_- - -Ti- 8 /2 /6 8 /2 /6 B '/2 /6 2 /6 1744 8 2 /6 7 /O /4 /7 /O /4/ l7 /0 +14417 /0 14 !7 /O /4� /7 /0 /4 l8 2l
<br />It
<br />- - - -t 8 7 / t / / ,+ , l / -
<br />c Bottom Slob Tt 8.4 /3 /6 8 ,4 /3 /6 B ,y 3 6ir 8 ,4 /3 6 /8 8 /3 6 8 9 /4 /8 9+ /5 /8 9 /5 �/8 /O 5 ./8 2/4 /0 /5 8 l /0 /5 22
<br />--------- -
<br />--
<br />v Sldewolls Ti 6 6 6 6 6 1 6 6 6/ 7 7 7 7� B/ 8 8 9 /O 6 6 6 7 7 7 8 8 8 9 9 9 /0 9 9 9 // 9 /0 / l /2
<br />S/r e: Bor '� _ 6 4 4 6 4 4 6 4 4 6 4 4 4 6 4 4 4
<br />°
<br />Spacing / l l0 /0 // 9 /O 1 1 9 /0 / l l0 +l0 9 // I lO /0 9 9 // 9 9 ;l l 9 9 // 8 9 t l l 8�+-9 9 // +8 9 9 l I �8 9
<br />Length c'�4 2- - 22 2- 2� 2 2� 2�5� ? - --- -- 1 -_
<br />??-1 ? 1 / 3 2 ?6 -8'26 / 7- l 26 11 l! 27-1 7-1 116 N 7�3 T- T- / T- 7=
<br />Size: Bar 6 7 8 6 7 8 6 7 1 8 _6_ 7 8 8 6 7 8 8 6 8 8 6 8 8 6 8 8 6 8 8 9 6 B 8 _9 6 8 8 9
<br />--+- --+-- + -- - -- t--- --
<br />rte- Spacing - -- l l /0 /0 / /'947/0 / / 9 /0 / / +-%0 /0 9 / / /0 /0 9 9 / 9 9 / / 9 -t 9- l / 8� 9 l l 8� _9 9 %�- 9 9 T l / 8 9
<br />-- - -
<br />b' Length b 1-7 h 1-7?1- /-7 1-1 23 /-K 22-1 2 2-1 2- 2- 3-/ 25-1 6-325-1126-126426-24116 6.1x27 - 7-77� 26 1/ 7- ?71 nth l-5 lf0 /-5 / 2 /-5 1-/l 1-922 2- 2- 2- 3 5�S-1 - • -/ 1115 6 -ll �T 77 4N-11 7 II
<br />L e b ,2
<br />e Size.' Bar 6 1 7 8 6 7 8 6 9 /O O lO 9 % lD 0 9 !/ 9 9 9 9 1' 8 9 8 9 9% B 9 9 -} 8 9
<br />fi- t- -T
<br />`
<br />Spacing n th10-6110-6/10-6 /O- /0- 1 -610-6 - - - - -- .- - ---- -+
<br />--- -- -
<br />ro L e/O-7 /O.7 /0-7 /O-7 ,B'/0-9 /O -81G-8 /O-9 010 2-6/2-6 /2-7 /2-7 /2-7 /2-7 /2-8 /2-8 /2-9 2- 2-9//2-9' l? �0 /2-9 /2-9 /210, !? 11 2-9 ? lO l? 11 /3-
<br />c d Dist o Slob -rot No. 18 /0 /O /8 /0 /0 /8 l0 /0 /8 /0 /0 + /0 /8 /O /0 ! /0 24 /0 /0 24 /0 /0 24 /O /0 2�/O /0 lO 24 /0 IO /0 24 + /0 /0 /O
<br />Bors Bottom Slob -Tot. No. /0 /0 /01/0 /0 /O /O /0 T /O /0 l0 /0 ./0 /0 /O /0 /0 /01/0 /0'/0 /0 /0 /0 /0 /O /01/0 /0 /O /0 /0 /0 /01/0 /0 /0
<br />"e" Size.' Bar
<br />_- "' 4 4 5 4 4 _5 4 1 4 16 4 5 6 7 4 6 6 17 4 'I 4 5 4 6 6 2 5^ 6 9 7" I B /+ 8, 8 8 4 � 7+� � �+.� 8 9
<br />Bors Spacing /8 /O /0 /8 6 6 /4 6 8 1/ t 8/ 6 6 7 7 5 5 /8 8 8 5 t-_-- _-+-- I +-- 7
<br />Spacers Number 48 48 5/ 54 68 52 55 68 68 72 76
<br />Concrete. C. Y. per /in ft. / 4 .05 .4 1.4 .07' /.5/ 2.18 /. 1e' .74 192 .5/ .O 3.4/ /.84 .59 .16 197 .7 2. l9 .93 .5502-38315 .6_04-25 .2 49 .6 . .30
<br />Reinf. Lbs per /in fl36 54 3/0 238 274 324 243 280 .339 252 278 35 30 27 327 40C1476 309 3/7 401316 330 4151.536 363 46 34 374 485,578 35/ 394 519 582 571142 567 673
<br />0
<br />0 For reinforCement clearance, except
<br />of bottom, see "Mlscelloneous Deta/15
<br />MICROFILMED
<br />MAR 13 1979
<br />For eXP05ed lop, extend
<br />/c ��bars full length, top slob
<br />only, provide odditionol *4 spacers
<br />#18.t and adjust quont/t/es.
<br />T.3 I s
<br />e
<br />S
<br />~4 spacers
<br />`4 Spocers
<br />*91 R t_
<br />"C "bars
<br />C bars
<br />CHIEF ENGINEER - PLANNING BRANCH
<br />REGISTERED CIVIL ENGINEER NO 9013
<br />APPROVED JUNE I, 1974
<br />Note.
<br />For boxes of height less than that
<br />shown in toble, use next greater
<br />table height slobs, wall dimensions
<br />and reinforcing steel, and moke
<br />necessary chonges in bar lengths,
<br />number of spacers and quantities.
<br />Number of "d "bars in table I's
<br />slob total for both cells.
<br />AS BUILT
<br />C,0RRECTIONS BYE--�
<br />NC? CHANGES ___w_-----"
<br />DATE
<br />Provide paving notch when
<br />top Is exposed and where
<br />PC.C. pavement or approach slob
<br />� is used.
<br />.1-4
<br />2 " *4 Spacers
<br />&118 -t
<br />Option
<br />joint
<br />-7 -T
<br />s �
<br />a Bors c ----D
<br />b/ Bors
<br />T YPICA L SEC T_/ON
<br />(Showing reinforcement for interior walls 8 "and over)
<br />I FL A T IN VER T "A L TERNA TI VE
<br />(When shown)
<br />Reinforcement for
<br />interior walls under 8."
<br />STATE OF CALIFORNIA
<br />BUSINESS AND TRANSPORTATION AGENCY
<br />DEPARTMENT OF TRANSPORTATION
<br />DOUBLE BOX CULVERT ID 81-21
<br />PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOM M EN DED BY DATE PROJECT H/,CORETH, DU�S'T/N �` SNO.T TOTAL
<br />SHEETS
<br />---- - -
<br />COUNTY OF SAN JOAQUIN
<br />f%� �, J /a�77 C'� 101'17�Q� %TI- 10�7� Na cS'C•9,C: ,E DRAWING N O . fr,EN/1/,EF/�f( f�OS'. cS'TiPS' If /3
<br />2q G- 203, 2G�' •2U 21 101
<br />.__F1_i:E� NAME I DKAJVE,Z 6r,or �tuxi-w)k.�
<br />n
<br />a
<br />°
<br />d
<br />•
<br />da.
<br />`�
<br />•
<br />e
<br />a
<br />•
<br />n
<br />o
<br />I FL A T IN VER T "A L TERNA TI VE
<br />(When shown)
<br />Reinforcement for
<br />interior walls under 8."
<br />STATE OF CALIFORNIA
<br />BUSINESS AND TRANSPORTATION AGENCY
<br />DEPARTMENT OF TRANSPORTATION
<br />DOUBLE BOX CULVERT ID 81-21
<br />PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOM M EN DED BY DATE PROJECT H/,CORETH, DU�S'T/N �` SNO.T TOTAL
<br />SHEETS
<br />---- - -
<br />COUNTY OF SAN JOAQUIN
<br />f%� �, J /a�77 C'� 101'17�Q� %TI- 10�7� Na cS'C•9,C: ,E DRAWING N O . fr,EN/1/,EF/�f( f�OS'. cS'TiPS' If /3
<br />2q G- 203, 2G�' •2U 21 101
<br />.__F1_i:E� NAME I DKAJVE,Z 6r,or �tuxi-w)k.�
<br />
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