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Bar# 5 5 5 S 5 5 5 5 5 S 5 S 5. 5 5 5 5 5 5 5 6 5 5 5 6 5 5 5 5 5 5 5 5 5 5 6 5 6 6 5 6 6 S 6 6 5 6 6 7 5 6 6 7 <br />S acin /4 /4 /2 /4 /4 /2 /0 /4 /4 /2 /D /3 /2 /0 13 12 /O /3 /2 /0 12 13 12 /0 /2 12 // 9 /2 // 9 /2 /2 // 9/0/D 12 /D /0/0 /2 /0 /2 /0 /2 /0 /2x Bar numbersLenth 9696co 97969-6979896969798//7//7//B//71/7//d//7//7//B/h9//7//7//d//9/3/3'd/39/37/38/39/37/37/3-8/39/4//7B/7B/7/0/78/7-8/7-//78/78/7/0/7///7///8-//8-2/7-///7-11761183 <br />Size: Bor# 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 5 5 5 6 5 5 5 5 ,5 5 5 S 5 5 6 5 6 6 5 6 6 5 6 - nominal diameters <br />®m0 <br />/ • I I I I f i I / II <br />f .. 000�00' �' 00 �00 '0�0000000000�00 / % 0' Mum' 00®®® <br />m <br />/ <br />o - ao <br />6 11116 <br />B <br />6 <br />B <br />6 <br />B <br />B <br />B <br />8 <br />B B <br />8 <br />8 <br />8 I 8 <br />1 6 /0 <br />/2 <br />/2 /0 /2 /2 /0 <br />12 /2 /0 <br />/2 /2 <br />/2 <br />/0 <br />/2 /2 <br />/2 <br />Size Bortt <br />"e8ars <br />4 <br />4 <br />4 <br />4 <br />4 4 <br />4 <br />4 <br />4 4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 4 <br />4 <br />4 <br />4 4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 4 <br />5 <br />4 <br />4 5 <br />5 4 <br />4 <br />4 4 4 4 4 <br />4 5 4 <br />4 5 <br />5 <br />4 <br />5 6 <br />6 <br />Note= For boxes of height less <br />5 acin <br />/8 <br />/B <br />/B <br />/B <br />lB /B <br />/B <br />/6 <br />/8 /5 <br />/D <br />/B <br />/B <br />/8 <br />/d <br />/8 <br />/B <br />/B <br />l8 IS <br />l0 <br />/B <br />l5 9 <br />7 <br />/8 <br />/8 <br />/8 <br />lB <br />18 <br />l5 <br />/8 <br />/5 9 <br />/2 <br />181.9 <br />9 <br />8 /8 <br />lB <br />lB /B /B l2 lB <br />/2 ✓2 /6 <br />l0 /l <br />9 <br />/2 <br />// l0 <br />B <br />than that shown in Coble, use <br />Spacers I Number <br />''.Concre1e:CY <br />19 <br />22 <br />25 <br />/9 <br />22 <br />25 <br />25 <br />26 <br />29 <br />32 <br />32 <br />34 <br />37 <br />40 <br />40 <br />43 <br />nexl greofer table heighlslabs, <br />o <br />erl1aF1 <br />04B0.911OS7 <br />0530570630.7 <br />0590620680750590660770650720. <br />.7/07BOB809 <br />076083094L040770B9L05 <br />083095 <br />/./0088LOOL/6 <br />/290.94LO6L22L4/L/B <br />L32L54L24L3BL60L29L43L65/42L5 L79Z0 <br />L4BL63LB52.13 <br />wo//dimensions and reinforcing <br />O� <br />Reinf Lbs. " " <br />" <br />68 <br />68 <br />68 <br />72 <br />72 72 <br />80. <br />75 <br />75 75 <br />67 <br />82 <br />86 <br />87 <br />85190191 <br />901931951116 <br />90 <br />95 /O/ <br />/23 <br />/07 <br />/00 <br />//6 <br />//0 <br />/04 <br />/20 <br />//3 <br />/OB <br />//3 <br />/Id /37 <br />170 /55 <br />/62 <br />/B6 /59 /66 /94 /62 <br />/73 203 /65 /78 209 237 <br />172 <br />/B8 226 <br />260 <br />sleel, and make necessary <br />Areo <br />A <br />/6 <br />24 <br />32 <br />20 <br />30 <br />40 <br />50 <br />36 <br />46 <br />60 <br />72 <br />64 <br />BO <br />96 <br />//2 <br />/2B <br />changes in bar /englhs, number <br />o <br />H drou/ic Radius <br />R <br />0 67 <br />0.86 <br />/ DO <br />0.7/ <br />0.94 <br />L // <br />125 <br />/ 00 <br />L20 <br />l33 <br />150 <br />133 <br />154 <br />17/ <br />L67 <br />2.00 <br />0 <br />Neutral Slope <br />% <br />064 <br />0.70 <br />077 <br />0.59 <br />0.62 <br />0.67 <br />0.73 <br />056 <br />0.59 <br />0.62 <br />0.66 <br />0.52 <br />0.54 <br />056 <br />0.59 <br />062 <br />of spacers and quanfil/es. <br />_Head Faclor <br />k <br />075 <br />055 <br />0.45 <br />0.69 <br />0.49 <br />1 <br />0.39 <br />034 <br />0.450 <br />1 <br />0.358 <br />0305 <br />0271 <br />0.314 0262 <br />C229 <br />0.206 <br />0.189 <br />' Co oci <br />70 <br />/26 <br />- <br />/98 <br />B6 <br />4 <br />/ <br />96 <br />/4 <br />44 <br />552 <br />724 <br />914 <br />1116Entrance <br />Design Dischor e <br />Q <br />116 <br />214 <br />326 <br />142 <br />264 <br />406 <br />568 <br />3/8 <br />4B8 <br />662 <br />696 <br />652 <br />910 <br />1194 <br />1506 <br />1642 <br />Case ZZ or ffi <br />5 <br />15 <br />24 <br />5 <br />115 124 <br />34 <br />5 <br />15 24 <br />34 <br />4 <br />1141241 <br />4 <br />1 /4 <br />j2d <br />4 <br />1 14124134 <br />4 <br />/4 24 <br />34 <br />4 <br />/4 <br />23 <br />4 <br />/4 <br />23 <br />4 <br />/4 23 <br />32 <br />4 <br />/4 23 <br />32 4 <br />// <br />/8 // /8 <br />p i <br />Case IP <br />5 <br />/6 <br />32 <br />5 <br />/6 32 <br />65 <br />5 <br />/6 32 <br />65 <br />4 <br />/5 <br />32 <br />4 <br />/S <br />32 <br />4 <br />/5 32 <br />65 <br />4 <br />/5 32 <br />65 <br />4 <br />/S <br />28 <br />4 <br />/5 <br />2B <br />4 <br />/5 Z8 <br />47 <br />4 <br />4 4 <br />/l /B 3 <br />/O 1 /7 <br />24 <br />3 <br />/0 117 <br />124 <br />�U° <br />Cose <br />/5 28 <br />47 4 <br />/l <br />/9 4 // l9 4 <br />// /9 3 <br />/O /B <br />28 <br />3 <br />/0 /8 <br />28 <br />j <br />Pl <br />5 <br />/2 <br />/7 <br />5 <br />/2 /7 <br />23 <br />5 <br />/2 /7 <br />23 <br />4 <br />// <br />/7' <br />4• <br />// <br />/7. <br />4 <br />/l /7 <br />22 <br />4 <br />// l7 <br />22 <br />4 <br />12 <br />/7 <br />4 <br />/2 <br />/7 <br />4 <br />/2 /7 <br />23 <br />6 <br />7 <br />8 <br />12 <br />9 <br />10 <br />12 <br />4 /0 /6 3 9 /5 <br />For Cu/ver/s of grade, exlend'c"bars <br />/9 <br />3 <br />9 /5 <br />/9 <br />SPAN <br />10 <br />HEIGHT <br />5 <br />6 <br />7 <br />8 <br />10 <br />A. <br />// <br />//% <br />6 <br />B C <br />/4 /6/z <br />/5 /B <br />t <br />A <br />/l <br />/l % <br />B <br />/4 <br />/5 <br />C A <br />/6/ /l <br />/B //% <br />B <br />l4 <br />/5 <br />C <br />/6/ <br />/d <br />A B <br />// 14 <br />//% /5% <br />C <br />, <br />l6/ <br />1B <br />D TAG <br />/9 <br />2/% <br />C D <br />l6/ l9 <br />/B 2l% <br />A B <br />// /4 <br />//3/ /5% <br />C D <br />/6% /9 <br />/B 21'/2 <br />full length, lop stab only, provide <br />oddihonal spacers ca /B"± and <br />adjust 9uontities.rPrcvide <br />b"bars st <br />avin nolch for <br />p 9Bollom <br />a root paving is used <br />oPaoculverts de where PCC.4 1pp 9 <br />STRENGTH CLASSIFICATION <br />A <br />B <br />C <br />A <br />B <br />C <br />A <br />B <br />C <br />A <br />B <br />C <br />D <br />A <br />B <br />C <br />D <br />To Slob 1 <br />i <br />9/ <br />i <br />l// <br />T <br />/4/ <br />F, <br />9/ <br />/// <br />/4/ <br />9/z <br />///2 <br />,, <br />/4/ <br />9/z <br />/// <br />,,,, <br />/4/ <br />/7 <br />9/2 <br />/l/ <br />/4/ <br />17 <br />Slob TZ <br />9% <br />/3% <br />/6% <br />9% <br />/3% <br />l6% <br />9%2 <br />/3% <br />/6% <br />/0 <br />/3% <br />164 <br />/B <br />/0 <br />1, <br />t6'/4 <br />lB <br />Sidewalls Ts <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />7 <br />7 <br />7 <br />6 <br />8 <br />8 <br />8 <br />B <br />8 <br />9 <br />/0 <br />6 6 <br />7 <br />7 <br />7 B <br />8 <br />B <br />9 <br />9 <br />9 <br />9 <br />l0 12 <br />9 <br />9 <br />/0 /2 <br />j3 S <br />T3 <br />S <br />T3 4" <br />Size Bar* <br />5 <br />5 <br />6 <br />5 <br />5 <br />6 <br />5 <br />5 <br />6 <br />5 <br />5 <br />6 <br />6 <br />5 <br />5 <br />6 <br />6 <br />o <br />5 <br />5 6 <br />5 <br />5 <br />6 5 <br />5 <br />6 <br />.5 1 <br />5 <br />6 <br />6 <br />5 <br />5 <br />6 6 <br />5 <br />5 <br />6 6 <br />- -- <br />- <br />- <br />Spocin <br />/Z <br />/O <br />l/ <br />/2 <br />/0 <br />/l <br />/2 <br />/0 <br />// <br />12 <br />/0 <br />/l <br />/2 <br />/2 <br />/0 <br />// <br />/2 <br />C=� <br />/l <br />/l /2 <br />// <br />// <br />/2 /0 <br />/l <br />/2 <br />/0 <br />/l <br />l2 <br />/0 <br />/O <br />l/ <br />/2 /0 <br />/0 <br />/l <br />/2 /0 <br />#4 spacers <br />"c"bars <br />- <br />-4 C lB <br />Len th <br />223 <br />223 <br />224 <br />223 <br />223 <br />224 <br />226 <br />226 <br />227 <br />229 <br />229 <br />22 /0 <br />22d022922 <br />23/23426326326526626626826926926//27027027-227-227027I27527-/ <br />27 <br />27027 <br />27-1/ <br />Ca /6" + <br />b <br />Size Bar" <br />S <br />6 <br />6 <br />7 <br />6 <br />6 <br />7 <br />6 <br />6 <br />7 <br />6 <br />6 <br />7 <br />B <br />6 <br />6 <br />7 <br />8 <br />6 <br />7 8 <br />6 <br />7 <br />B 6 <br />7 <br />B <br />6 <br />7 <br />B <br />8 <br />6 <br />7 <br />8 B <br />6 <br />7 <br />8 B <br />h� <br />(:°nc 'rn-G-:n_ <br />a.'.'; <br />c. <br />/2 <br />/0 <br />/l <br />/Z <br />l0 <br />// <br />/2 <br />/0 <br />// <br />/2 <br />12 <br />/O <br />11 <br />/2 <br />// <br />/l <br />/2 <br />// <br />l/ <br />/2 <br />/0 <br />// <br />12_ <br />l0 <br />1// <br />12 <br />/0 <br />/0 <br />// <br />/2 <br />/0 <br />/0 <br />// <br />12 <br />/0 <br />s� <br />Length <br />2/B2/1022 <br />2/82//02202///Z2/22322222422622-822-222-422923225/ <br />26 <br />26226026 <br />6576426626-8?626926/1Z7026726927-227 <br />26 <br />26927 <br />27: <br />a <br />Size Bar # <br />6 <br />6 <br />7 <br />6 <br />6 <br />7 <br />6 <br />6 <br />7 <br />6 <br />6 <br />1 7 <br />8 <br />6 <br />6 <br />7 <br />B <br />6 <br />7 <br />B <br />6 <br />7 <br />B <br />6 <br />7 <br />0 <br />6 <br />7 <br />B <br />B <br />6 <br />7 <br />c <br />Spacing <br />/2 <br />/0 <br />/l <br />/2 <br />/0 <br />1/ <br />12 <br />/0 <br />/l <br />/2 <br />/0 <br />1/ <br />/2 <br />/2 <br />/0 <br />// <br />/2 <br />// <br />/l <br />12 <br />11 <br />/l <br />/2 <br />/O <br />1/ <br />l2 <br />/0 <br />/l <br />/2 <br />/0 <br />/0 <br />// <br />B <br />/2 <br />B <br />/0 <br />6 <br />/O <br />7 <br />// <br />8 <br />/2 <br />B <br />/0 <br />Length <br />/0-5 <br />/0 6 <br />/0-6 <br />/0-610-610-610-710-7 <br />/0-710-6 <br />10-6 <br />/0 d <br />/0-15/0 <br />8 <br />/0-B <br />/0-910-16 <br />/2-6 <br />/2 6 <br />12-6 <br />2-7 <br />12-7 <br />/2-7 <br />/2-8 <br />/2-8 <br />/2 B <br />/29 <br />/2 9 <br />/29 <br />/2-912-9 <br />/_2-9 <br />2-/I <br />/3-01_2-9 <br />1,,??-99 <br />/2-1 <br />/3 C <br />c <br />VD is <br />To Slob- No.of <br />/4 <br />/4 <br />16 <br />/4 <br />/4 <br />/6 <br />/4 <br />/4 <br />/6 <br />/4 <br />/4 <br />/6 <br />/B <br />/4 <br />/4 <br />/6 <br />/B <br />/6 <br />/8 <br />20 <br />16 <br />/6 <br />20116 <br />/6 <br />20 <br />/6 <br />/8 <br />_ <br />20 <br />24 <br />_ <br />/6 <br />/B <br />20 <br />CIZ <br />Bars <br />Bof. 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Fl. <br />155 <br />L92233 <br />16111.9912 <br />tr <br />Reinf Lbs " <br />9822 <br />262200 <br />234 <br />2; <br />Area A <br />/DO <br />120 <br />H draulic Radius R <br />767 <br />/BB <br />p <br />Neulro/Slope % <br />049 <br />0.51 <br />Head Faclor k <br />0.238 <br />0205 <br />Z <br />Entronce Copocily QIo <br />690 <br />006 <br />Oesi n Dischor e Qjool <br />1136 1 <br />/494 <br />Case T1 or PIII <br />3M///9 <br />3 // / <br />} <br />Case Ill <br />320 <br />3- <br />° <br />Cose PZ <br />317 <br />.? <br />/O <br />/ <br />140 <br />160 <br />206 <br />052 <br />222 <br />0.54 <br />0. /83 <br />0165 <br />/142 <br />/3_96 <br />1882 <br />2300 <br />3 <br />/O <br />1 /B <br />3 <br />LlI918 <br />25 <br />3 <br />9 <br />119 <br />3 <br />1 9 <br />1 19 <br />29 <br />3 <br />1 <br />zu0 <br />144 <br />166 <br />192 1 <br />216 <br />240 <br />2.50 <br />0519 <br />200 <br />0.46 <br />2.21 <br />046 <br />2.40 <br />0.49 <br />2.57 <br />0.5/ <br />273 <br />052 <br />0.143 <br />0 /89 <br />0167 <br />0151 <br />__0.13_6 <br />t 2000 <br />33DO <br />0/26 <br />1952 <br />/086 <br />1372 <br />2260 <br />_ <br />1676 _ <br />2760 <br />2340 <br />3860 <br />3220 <br />/792 <br />l0 <br />/8 <br />25 1 <br />-7 // <br />17 <br />3 <br />1// <br />/7 <br />2 <br />/O <br />/6 <br />2 <br />/0 /6 <br />25 <br />2 <br />/0 <br />/6 <br />9 <br />/9 <br />29 <br />3 <br />/0 <br />/7 <br />3 <br />/0 <br />/7 <br />2 <br />9 <br />/6 <br />2 <br />9 <br />16 <br />27 <br />2 <br />9 <br />/6 <br />9 <br />/6 <br />21 <br />3 <br />/O <br />/6 <br />.? <br />/O <br />1 /6 1 <br />9 <br />1 Q <br />1 /.S 1 <br />o <br />300 <br />056 <br />0.//4 <br />3060 <br />5080 <br />2 /0 /6 1 25 <br />2 9 16_1 27 <br />2 9 /5 21 <br />° .ZSS #4d'DAslbors .25S <br />"e'bars <br />°r'4 spacers C& 18'± <br />A <br />- <br />I.25S-,4"dDisl----- 25S <br />9 r. <br />"c"bars <br />v p <br />"o"bars C� <br />0 <br />µ( <br />n <br />.a <br />#4 Le /B" <br />?" o:bors <br />A, <br />0 <br />y 'b"bars <br />ti <br />TYPICAL SECTION <br />Showing rein/arcemenl for interior walls 6"and over) <br />TOP SLAB FILLETS <br />S (in feet) <br />4 <br />5 <br />16 <br />8 <br />/0 <br />/2 <br />Fillet (inches) <br />2 <br />3 <br />1415 <br />16 <br />7 <br />Reinforcement for <br />inlerior wa//s under B" <br />"s <br />STATE OF CALIFORNIA <br />DEPARTMENT Of PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />TUDARD DOUBLE BOX CULVERTS <br />SCALE BRIDGE FILE DRAWING <br />1 <br />