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B161 - B193
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B161 - B193
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Entry Properties
Last modified
6/12/2025 1:55:12 PM
Creation date
8/28/2024 1:16:44 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Plans for Construction on San Joaquin County Highway Federal Aid Secondary Project No. S-909(I) Byron Road
Limits
Between Grant Line Road & Alameda Co. Line Northwesterly of Tracy
Year
1963
Roads Worked
Byron Rd.
Red Lines
Yes
Federal #
Federal Aid Secondary Project No. S-909(I)
Supplemental fields
Classification
As-Builts
Cross Ref
B161 - B193
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SPAN 4' 5' 6' 8 <br />SPAN <br />HEIGHT <br />/2' <br />HEIGHT <br />2' <br />6' <br />7' <br />3' <br />/O' <br />6' <br />4' <br />8' <br />9' <br />2' <br />/2' <br />STRENGTH CL ASS/F/CA T/ON <br />3' <br />B <br />C <br />4' <br />B 1 <br />C <br />5' <br />B <br />C <br />3' <br />/ / <br />C DAB <br />4' <br />/ / <br />5 <br />D <br />36 <br />6' <br />C <br />A <br />4' <br />C <br />26 <br />5' <br />B__ <br />C <br />6' <br />B <br />C <br />7' <br />A <br />B <br />8' <br />D <br />'TRENGTH CL ASS/F/CAT/ON <br />A <br />B <br />C <br />A <br />BCD <br />2 <br />17 <br />ABCDA <br />2 <br />17 <br />30 <br />2 <br />B <br />C <br />A 1 <br />B <br />C <br />A <br />B <br />C ID <br />2 <br />A <br />B <br />C <br />D <br />A IB <br />26 <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 />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 />MAX. F/L L OVER <br />TOP <br />/ / <br />2/ <br />32 <br />/ / <br />23 <br />34 <br />46 <br />/ / <br />23 <br />34 <br />46 <br />6 <br />24 <br />36 <br />6 <br />24 <br />36 <br />6 <br />23 <br />34 <br />46 <br />6 <br />23 <br />34 <br />46 <br />4 <br />20 <br />34 <br />4 <br />20 <br />34 <br />4 <br />/9 <br />33 <br />43 <br />4 <br />/9 <br />33 <br />43 <br />3 <br />/4 <br />25 <br />3 <br />/4 <br />25 <br />3 <br />/4 <br />25 <br />3 <br />/4 <br />25 <br />37 <br />3 <br />/4 <br />25 <br />37 <br />8 <br />To Slob <br />T1 <br />6 r¢ <br />6 <br />7� <br />6� <br />6� <br />7t <br />8 <br />6 <br />&12 <br />7� <br />8%2 <br />6 <br />73/ <br />9V <br />63/ <br />7-V <br />9%4 <br />6-V <br />73/ <br />9 <br />/0% <br />63/ <br />7�' <br />9%410 <br />4 4 <br />7� <br />8! <br />/O2 <br />7% <br />8%4 <br />/O� <br />7% <br />8 <br />O% <br />/2 <br />71 <br />8 � <br />/0! <br />/2 <br />84 <br />9% <br />/2 <br />8� <br />9P <br />/2 <br />8 <br />9/2 <br />/2 <br />8% <br />9/P <br />/2/ <br />/4 <br />8 <br />9 <br />2 � <br />/4 / <br />� <br />I'-, <br />Bottom Slob <br />Tp <br />6 <br />7 4 <br />8 <br />6 <br />7/2 <br />N1 <br />9 1 <br />6 <br />7� <br />8� <br />9t/ <br />6t <br />8 /4 <br />0P <br />6 V <br />8 '4/046 <br />8%2 <br />6t/z <br />8 <br />/0 <br />//%4 <br />6 1 <br />8 <br />/0 4 <br />//V <br />T 4 <br />9� <br />116 <br />7%4 <br />9�//%2 <br />7/ <br />9 <br />///2 <br />2 <br />7/ <br />9t <br />//� <br />2 <br />7/ <br />O <br />2 <br />7/ <br />2 <br />7 <br />2 <br />7 �/O <br />4 <br />/3 <br />/5 <br />7/ <br />4 <br />/3 <br />/5 <br />v <br />Sidewa//s <br />T3 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />70 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />7 <br />7_ <br />7 <br />8 <br />7 <br />7 <br />8 <br />8 <br />Size: Bar <br />* <br />5 <br />4 <br />4 <br />5 <br />4 <br />4 <br />4 <br />5 <br />4 <br />4 <br />4 <br />5 <br />4 <br />4 <br />5 <br />4 <br />4 <br />5 <br />4 <br />4 <br />4 <br />5 <br />4 <br />4 <br />4 <br />5 <br />4 <br />4 <br />5 <br />4 <br />4 <br />5 <br />4 <br />4 <br />4 <br />5 <br />4 <br />4 <br />4 <br />6 <br />4 <br />4 <br />6 <br />4 <br />4 <br />6 <br />4 <br />4 <br />6 <br />4 <br />4 <br />4 <br />6 <br />4 <br />4 <br />4 <br />o <br />a <br />Spacing <br />// <br />// <br />9 <br />// <br />O <br />8 <br />7/ <br />// <br />O <br />8/ <br />7% <br />/0 <br />8/ <br />/0 <br />/0 <br />8% <br />/0 <br />/0 <br />8 <br />/0 <br />9 <br />/0 <br />8/ <br />/O 2 <br />9 <br />9% <br />// <br />8% <br />9% <br />// <br />8% <br />9/ <br />// <br />8 <br />/O� <br />9� <br />// <br />8t <br />/O <br />/2 <br />942/0 <br />/2 <br />9!V2110 <br />/2 <br />9� <br />/0 <br />///2 <br />9r� <br />/0 <br />8r�//r� <br />9/2 <br />/0 <br />8/2 <br />Length <br />10-3 <br />10-2 <br />10-2 <br />/0-3 <br />10-2110-2 <br />/0-2 <br />/0-3 <br />10-210-2 <br />10-2 <br />12-3 <br />12-2112-2 <br />12-3112-2 <br />/2-2 <br />/2-3 <br />12-2 <br />/2-2 <br />/2-212 <br />3 <br />2-212-2 <br />12-2 <br />14-3 <br />14-2114-2 <br />14 314-2114-2 <br />/4-314 <br />2 <br />14-2 <br />14-2 <br />/4- <br />14-2114-2 <br />14-8 <br />/8-4 <br />/8-2 <br />/8-2 <br />/8-4 <br />/8-2 <br />/8--2 <br />18-4118-2 <br />18-2118-7 <br />/8-518-5 <br />18-8118-7 <br />/8-518-8 <br />/8.10 <br />b <br />Size: Bar <br />* <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <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 />5 <br />6 <br />6 <br />5 <br />6 <br />6 <br />5 <br />6 <br />6 <br />7 <br />5 <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 />6 <br />6 <br />7 <br />7 <br />6 <br />6 <br />7 <br />7 <br />S ocin <br />// <br />// <br />9 <br />// <br />Ori <br />8/2 <br />7 <br />// <br />Ort <br />8� <br />7r <br />/0 <br />8/2 <br />/0 <br />/0 <br />8/2 <br />/0 <br />/0 <br />8� <br />/0 <br />9 <br />/0 <br />Nee I <br />/2 <br />9 <br />9/ <br />// <br />8� <br />9t <br />// <br />8% <br />9! <br />1/ <br />8�/0! <br />9%2 <br />// <br />8r¢/O <br />/2 <br />9 <br />0� <br />/2 <br />9r2 <br />/0 <br />/2 <br />9/ <br />/0 <br />//r¢ <br />9r¢ <br />/0 <br />8 <br />Mt <br />9 <br />/0 <br />8r�' <br />o <br />bl <br />Length <br />"b' <br />9-4 <br />9-4 <br />9-619-4 <br />9- <br />9-619 <br />-7 <br />9-4 <br />9 -4 <br />9-619-7 <br />/ /--5 <br />/ 1-6 <br />/ 1-7111-5 <br />/ 1-6111-7 <br />/ /- <br />/ /- <br />/ 1-7111-8 <br />/ 1-5111-6 <br />/ 1-71 <br />/-8 <br />/3-6 <br />/3-6 <br />13-813- <br />/3-6 <br />3-8 <br />/3-6 <br />/3-6 <br />3-8 <br />3-9 <br />/3-6 <br />/3-6 <br />3-8 <br />4 2 <br />7-7 <br />/7-8 <br />7- <br />/7-7/7-B <br />7-9 <br />7- <br />/7- 8/7- <br />/7/ <br />/7-/ <br />8- <br />8 5 <br />/7-/ <br />7/ <br />/8- <br />8-6 <br />Length <br />bl <br />9- <br />9- <br />9-69- <br />9 59- <br />9- <br />9-49-59-69- <br />/- <br />//- <br />/1-71/-4/1-61/- <br />//- <br />/l- <br />//-7//-81/-4/1-6//- <br />//-8 <br />3 -5/3 <br />-7/3 <br />-8/3-5/3-7/3-8/3-5/3-6/3-8/3-913-513-6/3-8/4-2/7-5/7-8/7-9/7-5 <br />7- <br />7-9 <br />7-517-817-917-817-1118-018-517-817-1118-018-7 <br />a <br />S/ze: Bar <br />* <br />4 <br />5 <br />5 <br />4 <br />5 <br />5 <br />5 <br />4 <br />5 <br />5 <br />5 <br />4 <br />5 <br />6 <br />4 <br />5 <br />6 <br />4 <br />_5 <br />1 6 <br />6 <br />4 <br />5 <br />6 <br />6 <br />4 <br />6 <br />6 <br />4 <br />6 <br />6 <br />4 <br />6 <br />6 <br />7 <br />4 <br />6 <br />6 <br />7 <br />4 <br />6 <br />7 <br />4 <br />6 <br />7 <br />4 <br />6 <br />7 <br />4 <br />6 <br />7 <br />7 <br />4 <br />6 <br />7 <br />7 <br />c <br />Spacing <br />/ / <br />/ / <br />9 <br />/ / <br />O t <br />8 <br />7 / <br />/ / <br />O <br />8 <br />7 <br />/O <br />8 <br />/O <br />/O <br />8 / <br />/O <br />/O <br />8 <br />/O <br />9 <br />/O <br />8 % <br />/O <br />9 <br />9 % <br />/ / <br />8 <br />9 <br />/ / <br />8 <br />9 <br />// <br />8%2 <br />/0 � <br />9 <br />/ / <br />8 <br />/0 <br />/2 <br />9 <br />/O <br />12 <br />9 <br />/0 <br />/2 <br />91e* <br />/O <br />114p( <br />941! <br />/O <br />8 /21 <br />/ <br />9 <br />/0 <br />84t <br />o <br />Length <br />4-614-6 <br />4-614-6 <br />4-6 <br />4-6 <br />4-6 <br />4-6 <br />4-6 <br />4-6 <br />4-6 <br />5-615-6 <br />5-615-6 <br />5-615-6 <br />5-6 <br />5-6 <br />5-6 <br />5-6 <br />5-6 <br />5-6 <br />5-6 <br />5-6 <br />6-6 <br />6-616-6 <br />6-616-6 <br />6-6 <br />6-6 <br />6-6 <br />6-6 <br />6-6 <br />6-6 <br />6-6 <br />6-616-8 <br />8-6 <br />8-6 <br />8-6 <br />8-6 <br />8-6 <br />8-618-6 <br />8-6 <br />8-6 <br />8-7 <br />8-7 <br />8-7 <br />8-8 <br />8-7 <br />8-7 <br />8-8 <br />8-9 <br />c <br />"d "01st. <br />To Slob - Tot. No. <br />/0 <br />6 <br />6 <br />/0 <br />6 <br />6 <br />6 <br />/0 <br />6 <br />6 <br />6 <br />/2 <br />6 <br />6 <br />/2 <br />6 <br />6 <br />/2 <br />6 <br />6 <br />6 <br />/2 <br />6 <br />6 <br />6 <br />/2 <br />6 <br />6 <br />/2 <br />6 <br />6 <br />/2 <br />6 <br />6 <br />6 <br />/2 <br />6 <br />6 <br />6 <br />/6 <br />8 <br />8 <br />/6 <br />8 <br />8 <br />/6 <br />8 <br />8 <br />/6 <br />8 <br />8 <br />8 <br />/6 <br />8 <br />8 <br />8 <br />Bars <br />Bottom Slob- Tot. No. <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 1 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 1 <br />6 <br />6 <br />6 <br />6 <br />6 <br />1 6 <br />6 <br />6 <br />8 <br />18 <br />8 <br />1 8 <br />8 <br />8 <br />81 <br />8 <br />8 <br />8 <br />1 8 <br />8 <br />8 <br />81 <br />8 <br />8 <br />8 <br />"e" <br />Size: Bar <br />* <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />5 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />5 <br />4 <br />4 <br />5 <br />6 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />5 <br />5 <br />4 <br />5 <br />_6 <br />6 <br />4 <br />4 <br />4 <br />4 <br />4 <br />5 <br />4 <br />5 <br />6 <br />4 <br />5 <br />6 <br />7 <br />4 <br />5 <br />7 <br />7 <br />Bars <br />S ocin <br />/8 <br />/8 <br />/8 <br />/8 <br />/8 <br />/6 <br />/2 <br />/8 <br />/2 <br />9 <br />/0 <br />/8 <br />/8 <br />/8 <br />/8 <br />/8 <br />/6 <br />/8 <br />/2 <br />/O <br />/O / <br />/8 <br />8 <br />9 <br />9 <br />/8 <br />/8 <br />/6 <br />/8 <br />/4 <br />8 / <br />/8 <br />/O <br />9 <br />7 <br />/8 <br />/ / <br />9 <br />6 <br />/8 <br />/8 <br />O <br />/8 <br />/2 <br />/O <br />/8 <br />/ / � <br />/0 <br />/4 <br />9 / <br />7 <br />8 / <br />/ / <br />8 <br />7 <br />8 <br />Spacers <br />Number <br />23 <br />26 <br />29 <br />23 <br />26 <br />29 <br />32 <br />30 <br />33 <br />36 <br />36 <br />4/ <br />44 <br />44 <br />47 <br />56 <br />5 <br />1 60 <br />c <br />Concrete: C. Y. per <br />/in. ft. <br />.4 <br />0.5/ <br />t570530570630.6905906310691075 <br />.5 <br />.69 <br />X80 <br />.6 <br />.75 <br />.86 <br />.69 <br />.8. <br />0.89 <br />0.9 <br />0.74 0.8 <br />0.97 /.04 <br />.77 <br />.9 <br />/.08 <br />0.8 <br />.96 <br />/. /3 <br />.8 <br />/.0/ <br />/. /91.30 <br />.9 <br />/.07 <br />/.25 /.47 <br />/.08 <br />/.30 <br />/.55 <br />/. /4 <br />/.37 /.6/ <br />/, /9 <br />/.42 <br />/.66 <br />/.32 Z56118312.14 <br />/.39 <br />/.62 <br />/.99 <br />27 <br />Reinf. .-Lbs. r <br />/in. ft. <br />8/ <br />74 <br />84 <br />84 <br />79 9/ <br />/0/ <br />87 <br />85 <br />99 <br />111 <br />99 <br />/00 <br />/09 <br />/03 /04 <br />//2 <br />1061109 <br />119 <br />133 <br />109/16 <br />126 <br />148 <br />121 <br />1191147 <br />/25 /241155_128113111641175 <br />/29 <br />1371177 <br />20/ <br />(69 <br />(7,5120017211811218 <br />/73 <br />/88 <br />29 <br />/85 <br />199 <br />4 <br />99 <br />/9/ <br />207284314 <br />Area <br />A <br />/6 <br />24 <br />32 <br />20 <br />3_0 <br />_ <br />4_0 <br />50 <br />36 <br />48 <br />60 <br />72 <br />64 <br />80 <br />96 <br />//2 <br />/28 <br />Hydraulic Radius <br />R <br />0.67 <br />0.86 <br />/.00 <br />0.71 <br />0.94 <br />/. / / <br />125 <br />/.00 <br />1.20 <br />/.33 <br />/.50 <br />/.33 <br />/.54 <br />171 <br />1.87 <br />2.00 <br />.� <br />oNeutra/ <br />Sloe <br />% <br />0.64 <br />0.70 <br />0.77 <br />0.59 <br />0.62 <br />0.67 <br />0.73 <br />0.56 <br />0.59 <br />0.62 <br />0.66 <br />0.52 <br />0.54 <br />0.56 <br />0.59 <br />0.62 <br />Hood Factor <br />k <br />0.75 <br />0.55 <br />0.45 <br />0.69 <br />0.49 <br />0.39 _ <br />0.34 <br />0.450 <br />0.358 <br />0.305 <br />0.27/ <br />0.3/4 <br />0.262 <br />0.229 <br />0206 <br />0189 <br />_ <br />_ <br />Entrance Co acit <br />0i0 <br />70 <br />/28 <br />/98 <br />86 <br />160 <br />_ <br />24 <br />344 <br />/92 <br />296 <br />414 <br />544 <br />394 <br />552 <br />724 <br />9/4 <br />1116 <br />Deslon Discharge <br />0i00 <br />//6 <br />214 <br />326 <br />142 <br />264 <br />1 <br />406 <br />568 <br />3/8 <br />1 <br />488 <br />1 <br />682 <br />896 <br />9/0 <br />1 1194 <br />1 <br />/506 <br />1 <br />/842 <br />SPAN <br />- /O' <br />/2' <br />HEIGHT <br />5' <br />6' <br />7' <br />8' <br />/O' <br />6' <br />7' <br />8' <br />9' <br />/0' <br />/2' <br />STRENGTH CL ASS/F/CA T/ON <br />A <br />B <br />C <br />A <br />B 1 <br />C <br />A <br />B <br />C <br />AB <br />/ / <br />C DAB <br />/0 <br />/ / <br />C <br />29 <br />D <br />36 <br />A_ _B <br />2 /4 <br />C <br />A <br />B <br />/4 <br />C <br />26 <br />A <br />B__ <br />C <br />A_ <br />B <br />C <br />D <br />A <br />B <br />C <br />D <br />A <br />B <br />C <br />D <br />/ <br />MAX. FILL OVER TOP <br />2 <br />17 <br />30 <br />2 <br />17 <br />30 <br />2 <br />17 <br />30 <br />2 <br />/6 <br />29 36 <br />2 <br />/6 <br />26 <br />2 <br />2 <br />14 <br />26 <br />2 <br />/4 <br />26 <br />36 <br />2 <br />/4 <br />26 <br />36 <br />2 <br />/4 <br />26 <br />36 <br />o <br />Top Slob Ti <br />Bottom Slob Tp <br />8 <br />8 4e <br />/2 4 <br />13� <br />/6 <br />16�¢ <br />8 <br />8 413 <br />/2 <br />/6 <br />164k <br />8 <br />8 463-4 <br />/2 <br />/6 <br />6 <br />83,0 <br />2 <br />/3 <br />/6 /7 <br />6 /84 <br />8 4 <br />8� <br />2 <br />/3t <br />/6 <br />/6t <br />/7� <br />8 t <br />/0 /4 <br />9%4 /4 <br />/7r¢ <br />/8 <br />/O <br />14%4 <br />/7% <br />/846 <br />l0 <br />, <br />9,4 <br />14� <br />/5 <br />17 <br />/04 <br />/4i <br />/7 <br />/0 <br />/O <br />/4� <br />/7 <br />/0/ <br />94 <br />/5 <br />18� <br />/O <br />5418 <br />2/4 <br />/0 <br />15 <br />8 <br />2/ <br />/0 <br />/5/4 <br />4 <br />22 <br />v <br />S/dewal/s T3 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6/ <br />7 <br />7 <br />7 <br />7! 8t <br />8 <br />8 <br />9 <br />/0 <br />6 6 <br />6 <br />T <br />7 <br />7 <br />8 <br />8 <br />8 <br />9 <br />9 <br />9 <br />/O <br />9 <br />9 <br />9!�2e <br />// <br />9 <br />/0 <br />ft. <br />/2 <br />2541310 <br />238 274 324 <br />Size: Bar * <br />6 <br />4 <br />4 <br />6 <br />4 <br />4 <br />6 <br />4 <br />4 <br />6 <br />4 <br />4 4 <br />6 <br />4 <br />4 <br />4 <br />6 4 <br />4 <br />6 1 <br />4 14 <br />6 <br />4 <br />4 16 <br />4 <br />4 <br />4 <br />6 <br />4 1 <br />4 <br />4 1 <br />6 <br />4 <br />4 <br />4 <br />o <br />S ocin <br />// <br />/0 <br />/0 <br />// <br />9 <br />/0 <br />19t <br />/0 1// <br />/O <br />10 9 <br />// <br />/O <br />/0 <br />9 <br />9 11� <br />9 <br />9 <br />9 <br />9 <br />// <br />8%2 <br />9 <br />// <br />8�J <br />9 <br />9 <br />//1&/t <br />9 1 <br />9 <br />// <br />8 <br />9 <br />2.00 2.21 <br />0.46 0.48 <br />For culverts at grade, extend <br />"c "bars full length, top slab <br />only, provide additional spacers <br />@18t f and adjust quantities.-,, <br />c "bars <br />W <br />S-90 g ri <br />FED ROAD <br />DIV No <br />U <br />Len thcz4 <br />/.88 <br />SHEET <br />No <br />2- <br />- <br />0.5/ <br />22 <br />Head Factor k <br />0.238 <br />0205 <br />Size: Bar * <br />6 <br />7 <br />8 <br />6 <br />7 <br />8 <br />6 <br />v <br />.11. <br />.fes- <br />or <br />Spacing <br />Design Discharge Dioo <br />/ / <br />/0 <br />/0 <br />/ / <br />9 r2 <br />/0 <br />�000� <br />bi <br />Length <br />"b <br />21-7 <br />2HO <br />22LC <br />21-7 <br />1-10 <br />22LO <br />21-; <br />-\-Z- <br />Length <br />11blor/-5 <br />1.10 <br />1-5 <br />/ <br />2 <br />/-� <br />a <br />Size: Bar * <br />6 <br />7 <br />8 <br />6 <br />7 <br />8 <br />6 <br />c <br />Spacing <br />/ / <br />/0 <br />/O <br />/ / <br />9 r2 <br />/0 <br />,o <br />Length <br />-610-610-6 <br />/0- <br />/0• <br />10-6 <br />/0-0 <br />.� <br />d Dist. <br />o Slob - Tot. <br />No. <br />18 <br />/0 <br />/0 <br />/8 <br />/0 <br />/0 <br />/8 <br />Bars <br />Bottom Slob-TotNo. <br />/01/0 <br />/0 <br />/O <br />/0 <br />/01/0 <br />e" <br />Size: Bar * <br />4 <br />4 <br />5 <br />4 <br />4 <br />5 <br />4 <br />Bars <br />Spacing <br />118 <br />/0 1 <br />/O <br />18 <br />1 6 <br />6 <br />14 <br />vers <br />Number <br />48 <br />48 <br />oConcrete: <br />C.Y. er //n. <br />ft. <br />/. 40 <br />205 <br />.46/. <br />4 <br />.07 <br />/. 51 <br />O <br />Reinf. <br />L bs. per /in. <br />ft. <br />236 <br />2541310 <br />238 274 324 <br />24, <br />Area <br />A <br />/00 <br />/20 <br />2.00 2.21 <br />0.46 0.48 <br />For culverts at grade, extend <br />"c "bars full length, top slab <br />only, provide additional spacers <br />@18t f and adjust quantities.-,, <br />c "bars <br />W <br />S-90 g ri <br />FED ROAD <br />DIV No <br />H droulic Radius R <br />/.67 <br />/.88 <br />SHEET <br />No <br />Neutral Slope % <br />0.49 <br />0.5/ <br />[go 9 <br />Head Factor k <br />0.238 <br />0205 <br />Entrance Capacity 010 <br />690 <br />906 <br />Design Discharge Dioo <br />1136 <br />/494 <br />2.00 2.21 <br />0.46 0.48 <br />For culverts at grade, extend <br />"c "bars full length, top slab <br />only, provide additional spacers <br />@18t f and adjust quantities.-,, <br />c "bars <br />W <br />S-90 g ri <br />FED ROAD <br />DIV No <br />STATE <br />•ROJ. No <br />FISCAL <br />YEAR <br />SHEET <br />No <br />TOTAL <br />SHEETS <br />7 <br />CALIF. <br />[go 9 <br />(�0 <br />- <br />�000� <br />= <br />000000 <br />000000000000000 <br />000©0000000 <br />©00 <br />00©0©�000000�0� <br />For culverts at grade, extend <br />"c "bars full length, top slab <br />only, provide additional spacers <br />@18t f and adjust quantities.-,, <br />c "bars <br />W <br />S-90 g ri <br />FED ROAD <br />DIV No <br />STATE <br />•ROJ. No <br />FISCAL <br />YEAR <br />SHEET <br />No <br />TOTAL <br />SHEETS <br />7 <br />CALIF. <br />[go 9 <br />DIST <br />COUNT• <br />ROUTt <br />I SOCTICM <br />(i� <br />SMSST <br />NOSH..IS <br />29 <br />I TOTAL <br />133 <br />X <br />[go 9 <br />DeSIN[ ES.IN[[• Cwts. EMsintle LLici Mf[ SS/S <br />DAT[ APPROV[U <br />STATE HIGHWAY ENGINEER <br />CIVIL ENGINEER LICENSE N0.3945 <br />To accompany plans doted urge ,963 <br />Note. <br />For boxes of height less than that <br />shown in table, use next greater <br />table height slabs, wall dimensions <br />and reinforcing steel, and make <br />necessary changes in bar lengths, <br />number of spacers and quantities. <br />Provide paving notch for <br />culverts at grade where <br />PC approach paving is used. <br />.c' <br />*4 Spacers <br />@18f <br />Optionol const. <br />joint <br />-- iii �i <br />o bars C ----D <br />"bl" bars �- <br />T YP/CA L SEC TION <br />(Showing reinforcement for interior walls 8"rand over.) <br />STANDARD <br />SCALE <br />PREL. DRAWING No. P - <br />BRIDGE <br />Reinforcement for <br />interior walls under <br />AS <br />x-S.J-909-CS <br />64 -10Y241014 -F BUILT <br />CORK �CPON ►elf` NO CHANGES <br />NAS �a� t t r <br />DATE <br />STATE OF CALIFORNIA <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />DOUBLE BOX CULVERTS <br />FILE 1DRAWING D 81 <br />
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