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E115-E133
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Last modified
3/26/2025 11:53:23 AM
Creation date
3/10/2025 2:40:25 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Escalon Bellota Road
Limits
Mariposa Road to State Hwy. 75 (Hwy 4) 1959
Year
1959
Roads Worked
Escalon - Bellota Rd.
Red Lines
Yes
Supplemental fields
Cross Ref
E115 - E133
Type
Improvement Plan
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I <br />SPAN <br />HEIGHT <br />STRENGTH CLASSIFICATI <br />Top Slab <br />VBottom <br />Slab <br />Sidewalk <br />a <br />Size: Bar <br />�� <br />Spacing <br />Len th <br />b <br />size Bar <br />m <br />Spacin <br />h <br />Nt <br />Length <br />c <br />Size: BaJ <br />C <br />S-pacing <br />� <br />Len th <br />Top Slab No <br />rIDfsl <br />Size: Bar <br />X <br />a <br />A <br />thus R <br />e O/O <br />0110 <br />01111 ©0���0© 00 <br />iomlov©o : mummvovvio ' vov mmumm o©vimovvov�v ' ®ovv0000�►pEjamimumm <br />®®m® <br />loci <br />®m <br />umm <br />ME <br />" <br />®ml�mWE <br />OEM <br />©© <br />®®mm®m <br />' • <br />��®' <br />Mom' <br />®00®Ommm"m <br />000000�000 <br />00 <br />00�00 <br />rse or yr// <br />38 <br />23 <br />38 <br />19 <br />I <br />9 <br />�19_�28 <br />27 <br />609 <br />tiq <br />27 <br />6C <br />s <br />27! <br />?8aseZY <br />use pI <br />2 7 <br />18_2 <br />S PAN <br />10 <br />9 911-3 <br />TOTgL <br />FO STRNO <br />STATE <br />PROJ,NO. <br />FISCAL <br />SHEET <br />NO- <br />2 <br />CAL. <br />DFST <br />COVNTV <br />ROVT[ SECTION <br />SN[FT <br />NO. <br />TOTgI <br />SNe ETS <br />J29 0 <br />BRIDGE ENGINEER 9TRUCTURALENGINEER LICENSE $o9 <br />2 <br />i <br />4 <br />2 <br />i <br />2 <br />-4 <br />'tL <br />it <br />'L <br />1 �4 <br />7i1 <br />2 <br />i <br />4 <br />2 <br />01�7 <br />4 <br />'� <br />10IIilr <br />'4 <br />4 <br />�10I1i13� <br />2 <br />4 <br />4 <br />""" <br />6 <br />6 <br />6 <br />6 <br />6p <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 />7 <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 />7 <br />7 <br />7 <br />7 <br />7% <br />5 <br />5 <br />4 <br />5 <br />J <br />4 <br />5 <br />5 <br />4 <br />4 <br />5 <br />5 <br />4 <br />4 <br />5 <br />5 <br />4 <br />5 <br />5 <br />4 <br />5 <br />5 <br />4 <br />5 <br />5 <br />5 <br />4 <br />5 <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 />STATE NIGNWAY EN CIVIL ENGINEER LICENSE ZOS4 <br />13 <br />13 <br />II <br />13 <br />13 <br />II <br />13 <br />13 <br />II <br />10 <br />13 <br />13 <br />II <br />10 <br />12 <br />12 <br />10 <br />12 <br />12 <br />10 <br />12 <br />12 <br />10 <br />12 <br />12 <br />12 <br />10 <br />12 <br />10 <br />12 <br />16 <br />10 <br />12 <br />16 <br />10 <br />12 <br />16 <br />10 <br />12 <br />16 <br />14 <br />10112 <br />16 <br />14 <br />To Accompany Plans Dated <br />7-9 <br />179 <br />178 <br />179 <br />179 <br />17-8 <br />17-9 <br />179f78 <br />178 <br />179 <br />179 <br />178 <br />17-8 <br />209.20920 <br />20920920.820-400-920820920.920-920.8,21-126.9 <br />26-9 <br />2610 <br />269 <br />299 <br />2610 <br />26-9 <br />26.926.l027-127-127-227�227.127-127-227.4 <br />Bar numbers denote <br />5 <br />5 <br />5 <br />5 <br />1 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 />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />6 <br />5 <br />5 <br />5 <br />6 <br />5 <br />6 <br />7 <br />5 <br />6 <br />7 <br />5 <br />6 <br />7 <br />5 <br />6 <br />7 <br />7 <br />5 <br />6 <br />7 <br />7 <br />nominal diameters <br />13 <br />13 <br />I I. <br />13 <br />13 <br />I I <br />13 <br />13 <br />I I <br />1 O <br />13 <br />13 <br />1 1 I <br />10 <br />12 <br />12 <br />10 <br />12 <br />12 <br />10 <br />12 <br />12 <br />10 <br />12 <br />12 <br />12 <br />10 <br />12 <br />10 <br />12 <br />16.10 <br />12 <br />16 <br />10 <br />112.16 <br />10 <br />12 <br />16 <br />14 <br />10 <br />12 <br />16 <br />14 <br />bars in <br />75 <br />175 <br />176175 <br />175 <br />176 <br />175I7517617 <br />1751751761772052052072052052072052052072092052052072112672672692672672692672672b926112702712752611;27 <br />0 <br />271127-7 <br />of round <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 />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 />5 <br />6 <br />5 <br />6 <br />7 <br />5 <br />6 <br />7 <br />5 <br />6 <br />7 <br />5 <br />6 <br />7 <br />7 <br />5 <br />6 <br />7 <br />7 <br />ei hths of an inch, <br />q <br />13 <br />13 <br />I I <br />13 <br />13 <br />11 <br />13 <br />13 <br />11 <br />10 <br />13 <br />13. <br />I I <br />10 <br />12 <br />12 <br />110112 <br />12 <br />10 <br />12 <br />12 <br />10 <br />12 <br />12 <br />12 <br />10 <br />12 <br />10 <br />12 <br />16 <br />10 <br />12 <br />16 <br />10 <br />12 <br />16 <br />10 <br />12 <br />16 <br />14 <br />10112 <br />16 <br />114 <br />I-O <br />11-0 <br />11.0 <br />11-0 <br />I I-0 <br />11-0 <br />11-0 <br />11-0 <br />I I-0 <br />11-0 <br />11-0 <br />11-0 <br />11-0 <br />I I-0 <br />13-0 <br />13.0 <br />13-0 <br />13-0 <br />13.0 <br />13.0 <br />13-0 <br />13.0 <br />13-0 <br />13-0 <br />13-0 <br />13-0 <br />13-0 <br />13-2 <br />17-0 <br />17-0 <br />17-0 <br />17-0 <br />117 O <br />i7 O <br />17 0 <br />17 0 <br />17 0 <br />17 2 <br />17 2 <br />17 2 <br />17 2 <br />174 <br />f7.2 <br />174 <br />17 3 <br />12 <br />9 <br />9 <br />12 <br />9 <br />9 <br />12 <br />9 <br />9 <br />9 <br />12 <br />9 <br />9 <br />9 <br />15 <br />15 <br />9 <br />15 <br />15 <br />9 <br />15 <br />15 <br />9 <br />12 <br />15 <br />15 <br />9 <br />i Z <br />I S <br />IS <br />1 15 <br />I S <br />18 <br />15 <br />IS <br />I S <br />15 <br />18 <br />18 <br />I5 <br />18 <br />18 18 <br />15 <br />1 s <br />Note: For boxes of height less <br />9 <br />4 <br />9 <br />4 <br />9 <br />4 <br />9 <br />4 <br />9 <br />4 <br />9 <br />4 <br />9 <br />4 <br />9 <br />4 <br />9 <br />4 <br />9 <br />4 <br />9 <br />4 <br />9 <br />4 <br />9 . <br />4 <br />9 <br />4 <br />12 <br />4 <br />12 <br />4 <br />9 <br />4 <br />1 Z <br />4 <br />.I <br />4 <br />9 <br />4 <br />12 <br />4-1 <br />12 <br />4 <br />9 <br />4 <br />12 <br />5 <br />12 <br />4 <br />12 <br />4 <br />9 <br />5 <br />12 <br />5 <br />15 <br />4 14 <br />15 <br />15 <br />4 <br />15 <br />4 <br />15 <br />4 <br />115 <br />4 <br />15 <br />4 <br />15 <br />4 <br />15 <br />5 <br />15 <br />4 <br />15 <br />4 <br />15 <br />5 <br />18 <br />5 <br />t s I S <br />4 5 <br />1 5 <br />6 <br />18 <br />6 <br />. <br />than that shown in table, use <br />/text greater tableheightslabs, <br />I S <br />IS <br />18 <br />18 <br />18 <br />I S <br />18 <br />I B <br />15 <br />I I <br />I S <br />13 <br />9 <br />8 <br />I S <br />I S <br />18 <br />I S <br />18 <br />16 <br />18 <br />I6 <br />10 <br />12 <br />18 <br />10 <br />10 <br />8 <br />I B <br />IS <br />18 <br />I B <br />19 <br />12 <br />18 <br />12 <br />12 <br />I8 <br />10 <br />I I <br />8 <br />14711 <br />10 <br />8 <br />[Ua// dimensions and reinJ�J/cinq <br />30 <br />34 <br />34 <br />38 <br />36 <br />36 <br />40 <br />44 <br />5o <br />54 <br />58 <br />62 <br />62 <br />Steel, and make necessary <br />r,830.94l.040.911.021.100.981.091.18 <br />1.281.061:16 <br />1.261.36 <br />L101.191,381.171.261.43j1.251.341.511.681.321.411.581,85 <br />L601.822.f21671.892201.741.962.271.922.142A52.712.022.252.552.86 <br />changes in bar /engthsnumber <br />28 <br />126 <br />128 <br />132 <br />130 <br />132 <br />I34 <br />132 <br />135 <br />I47 <br />138 <br />139 144 <br />155 <br />162 <br />162 <br />161 <br />163 <br />164 <br />163 <br />168169 <br />171 <br />206 <br />17Z <br />177 <br />183 <br />222 <br />240 <br />251 <br />258 <br />244 256 <br />265 <br />2492632 <br />49 <br />263 <br />275 <br />255 <br />27 <br />285 <br />327 <br />260 <br />281 <br />301 346 <br />Of <br />30 <br />45 <br />60 <br />75 <br />54 <br />72 <br />90 <br />108 <br />96 <br />120 <br />144 <br />168 <br />192 <br />spacers and guaritities. <br />17 i2 <br />I7 <br />µEIGHT <br />5 <br />6 <br />7 <br />8 <br />10 <br />6 <br />7 <br />STRENGTH CLASSIFICATION <br />A <br />B <br />C <br />A! B <br />C <br />A <br />B <br />C <br />A <br />B <br />C <br />D <br />A <br />C <br />D <br />A <br />B <br />C <br />A <br />B <br />C <br />A <br />_Top Slab T, <br />g , <br />10'r2 <br />13 <br />9'r 0%z <br />13 <br />93'/ <br />lOyz <br />13 <br />93i4 <br />IOi <br />13 <br />15 <br />93i <br />_B <br />10'/y <br />13 <br />15 <br />10' <br />12 <br />14 <br />10 <br />12 <br />14 <br />10 <br />Bottom Slab TZ <br />8g <br />III <br />132 <br />82 <br />I12;132 <br />9 <br />12 <br />14 <br />9 <br />12 <br />14116 <br />9 <br />12 <br />14 <br />16 <br />93/412�15z <br />9i <br />1234152 <br />10 <br />Sidewalls T3 <br />6 <br />6 <br />7 <br />8 <br />8 <br />9 <br />1 10 <br />6 <br />7 <br />a <br />Size: Bar <br />5 <br />5 <br />6 <br />5 5 6 <br />5 <br />5 <br />6 <br />5: <br />5 <br />6 <br />6 <br />5 <br />5 <br />6' <br />6 <br />6 <br />6 <br />7 <br />6 <br />6 <br />i 7 <br />6 <br />Spacinq <br />12 <br />11 <br />12 <br />12 1 1 12 <br />12 <br />11 <br />12 <br />12 <br />11 <br />12 ' <br />Ova <br />12 <br />H <br />12 <br />110/2 <br />12113 <br />14 <br />12 <br />13 <br />14 <br />12 <br />C� <br />h <br />389 <br />69 <br />32-10 <br />3269 326 9 <br />-�--'7 <br />3�0 <br />336-1 336-1'33-2 <br />33-5 33_5�33-6,33-G <br />- <br />33-5 <br />33-5 <br />33iO <br />342 <br />38-10 <br />38.1039-1 <br />39-2 <br />392 <br />39-5 <br />39-6 <br />i <br />(� <br />Senq <br />Bar � <br />7 <br />6 <br />7 <br />7 <br />6 <br />6 <br />7 <br />7 <br />6 <br />7 <br />•8 <br />6 7 <br />8 <br />6 <br />Spaclnq <br />12 <br />I I <br />12 <br />12 <br />11 , 12 <br />12 <br />11 <br />12 <br />12 <br />11 <br />12 <br />10!r <br />12 <br />11 <br />12 <br />10V2 <br />12 <br />13 <br />1 14 <br />12 13 <br />14 <br />12 <br />N`Length <br />32-93Z1033-I3£-8;32-1023-1 <br />33-1 <br />33233-5 <br />335336'3931-i33-533 <br />6342 <br />34-9 <br />38.1039-039.339-1i,39-339.639.5 <br />c <br />C <br />Size: Bari <br />6 <br />6 <br />7 <br />6 <br />6 ,.7 <br />6 <br />6 <br />7 <br />6 <br />6 7 <br />7 <br />6 <br />6 <br />1 7 <br />7 <br />6 <br />7 <br />8 <br />1 6 1 7 <br />1 8 <br />6 <br />Spacin <br />12 <br />II <br />12 <br />12 <br />II ! 12 <br />12 <br />11 <br />12 <br />12 <br />11 12 <br />10r2 <br />12 : <br />I I I?- <br />IOV <br />12 <br />13 <br />14 <br />12� 13 <br />14; <br />12 <br />k <br />Len th <br />21-02J-021.021-021-021.021-221.221-221.421-421-421.421-421-421-621-825-025-025-025.212522.-2254 <br />C <br />a'"Dist. <br />Top Slab N¢ <br />21 <br />2 i <br />24 <br />21 <br />21 24 <br />21 <br />21 <br />24 <br />?- 1 <br />.21 24 <br />27 <br />21 <br />21 24 <br />27 <br />27 <br />30,33 <br />2 3 ? <br />.-3 <br />27 <br />Bars <br />Sof.Slob -No.of <br />18 <br />18 <br />24 <br />18 <br />18124 <br />18 <br />18,24 <br />18 <br />18 24 <br />27 <br />18 <br />18 24 <br />27 <br />24 <br />2733 <br />24' 27 <br />33 <br />24 <br />Size: Bar* <br />4 <br />4 <br />4 <br />445 <br />4 <br />4 <br />5 <br />4 <br />5 6 <br />6 <br />5 <br />6 7 <br />7 <br />4 <br />4 <br />5 <br />4 4 <br />1 5 <br />4 <br />e�Bars <br />Spacin <br />1 <br />18 <br />18 <br />12 <br />IB 12',I2 <br />18 <br />12'11 <br />12 <br />II 11 <br />9 <br />14 <br />10: II <br />10 <br />I8 <br />13 <br />14 <br />18,13 <br />12 <br />16 <br />Spacers <br />Number <br />66 <br />70 <br />70 <br />90 <br />96 <br />70 <br />74 <br />0 <br />30f4 <br />4 <br />1t2 �1 <br />�4 <br />I� <br />171 <br />4 <br />1�27 <br />4 <br />1� <br />17 <br />8 <br />9 <br />10 <br />12 <br />3 <br />C <br />AB <br />CID <br />A B <br />C <br />D <br />A <br />B <br />C <br />D <br />2 <br />14 <br />IOz <br />12 <br />14 <br />18 <br />IOi <br />12 <br />14 <br />18 <br />10z <br />12 <br />14 <br />18 <br />13 <br />15i <br />10 <br />13 <br />15i419 <br />410 <br />a <br />131z <br />16 <br />19'z <br />10%413,I <br />16 •19 <br />5 <br />9 <br />9 <br />9 <br />10 12 <br />9 <br />9 <br />10 <br />12• <br />5 17 <br />6 <br />6 <br />7 <br />17 <br />6 <br />6 <br />7. 7 <br />6 <br />6 <br />7 <br />7 <br />3'.14;12 <br />13 <br />14 II <br />12.)3 <br />14 11' <br />12 <br />13114 <br />II <br />9-639-9139i0391040.1;40.1 <br />39.10139i0 <br />40-5141-1,39-1039-10 <br />40-5 <br />41-1 <br />7 8 <br />6 <br />7 <br />8 8 <br />6 7 <br />8 <br />8 6 <br />7 8 <br />8 <br />13 � 14 <br />12 <br />13 <br />14 i I 1 <br />1 12 13 <br />14 <br />I I 1 12 <br />13 1 14 <br />11 <br />9739-1039-809-1140-2,40839-839 <br />78 <br />E,7 <br />88 <br />6 <br />40.641.839-839-1140-641.1! <br />8'�8' <br />6 <br />7 <br />8 <br />8 <br />13' 14 <br />12 1 13 <br />! 14 11 <br />i7 <br />12 13 <br />14 11 12 <br />13 <br />14111 <br />5-4125 <br />25-625625.6125.625.625-625.826.0'25•$25.6p5.82h: <br />30133, <br />27 301 ._ 1361 <br />271_30 <br />33 361 27 <br />30 <br />33'36 <br />?7 33 <br />24 2713 3:36 <br />24 <br />27 <br />33 36' 24 <br />27,33,3E <br />5 6 <br />4 5, 6 1 7 <br />5 <br />1 6 <br />7 7 5 <br />7 <br />1 8 1 <br />8 <br />14 <br />1 - <br />12 <br />13 11 11 <br />12 13 <br />12' 12 : 11 <br />12 <br />12 <br />10 <br />2 <br />98 <br />98 110 <br />e <br />Concrele; CY. per Zin.ff.2202_563.012.27,2.443J92.5C12B1,3.3Z2.o93:393.543.942.9C32Q3.R94.452.863.383.94,3.043.574.133.27!3.8114381 <br />cT <br />Rein : Lbs. ' <br />3I1 <br />332 411 <br />315,340 422 <br />319 34F <br />430 <br />349380 <br />4681528 <br />364 <br />408 4991562'4 <br />02 450 <br />54314 <br />09 458155514 <br />354891592 <br />H <br />Area F <br />150 <br />I80 <br />210 <br />24C <br />300 <br />216 <br />252 <br />288 <br />H draUliC Radius R <br />1. 6 7 <br />1.88 <br />2.o 6 <br />2. 2 2 <br />2_5 0 <br />2. ^ ^T_ <br />2.21 <br />0.40 <br />a <br />Neutral Slope % <br />.49 <br />5 <br />.52 <br />.54 <br />58 <br />_ <br />.46 48 49 <br />Head Factor k - <br />238: _ <br />_.205 <br />_ .183 <br />165 <br />143 <br />1 89 _�.167 I51 <br />Entrance Capacityr� ,e <br />1033 <br />1359 <br />1713 <br />2094 <br />2928 <br />162.9 2058 514 <br />Design O;schar d y;eG <br />1704 <br />2241 <br />2823 <br />3450 <br />4830 <br />26881 3390 4140 <br />LLICase <br />-,-I cr YI <br />2 <br />10 <br />17 <br />.2 1 10 17 <br />2. IO <br />17 <br />2 1 10' 17' 25 <br />2 IO 17 <br />25 <br />2 <br />8 <br />15 2 <br />8 <br />I5 2 <br />8 <br />15 <br />o <br />Case ZTZ <br />2 <br />9 <br />18 <br />2 9 I8 <br />2 9 <br />18 <br />2 9 18 27 <br />2 9 18 <br />27' <br />2 <br />8 <br />15' 2 <br />8 <br />15 2 <br />8 <br />15 . <br />� 3 <br />Case lei' <br />2 <br />9 <br />15 <br />2 i 3 115 <br />?; 9 <br />15, <br />2 1 9 15.221 <br />a 9 1 151z2 <br />2 <br />8 <br />1 131 Z <br />1 8 <br />131 2 <br />R <br />1131 <br />tI 607'75I <br />460,515 626 <br />7661477 <br />550 <br />6661 <br />24 <br />360 <br />432 <br />5- <br />2.73 <br />3.00 <br />.51 <br />.52 .56 <br />.138 <br />.128 .114 <br />100 <br />3510 4620 <br />150 <br />5790 7620 <br />t5125 <br />2 <br />i 8 <br />15 <br />25 2 <br />8 <br />I5 <br />15 27 <br />21 <br />B <br />15 <br />27 2 <br />8 <br />15 <br />-132' <br />2 S <br />13 <br />22, 1- <br />9 <br />'3 <br />_ .262 .229 .206 <br />82 t3 1086 1371 1 <br />1365 1791 2269 2 <br />17 2 10 17 2 IO 17 2 1 <br />0 17 25 2 I <br />18 2 1 9 18 2 9 18 2 9 18 29 2 <br />6` bars _ /1 /1 <br />S T S <br />#4 spacers C"bars <br />@18"'+IT 2 <br />1 <br />.25 5 <br />�`4 d a/stbar <br />.25 5 <br />-, <br />t <br />p <br />x <br />' <br />6 <br />.e.-bars <br />_ <br />h <br />"4 Spacers @ <br />18 + <br />� <br />o: <br />00 <br />0 <br />o <br />.25.5 40Dr's•'.bars <br />.25S <br />-U. <br />~-4@/8-' <br />y <br />C <br />o"bons <br />- <br />Invert Elev. <br />c' bars <br />6 bars <br />Reinf <br />for wa//s under 8` <br />U <br />-N <br />TYPiCAL SECTION <br />TOP SLAB FILLETSL <br />J <br />p <br />V <br />} <br />. <br />J;� <br />o. <br />eb <br />•o <br />• <br />5 <br />ffi <br />� <br />o <br />a <br />- For culverts at grade, extend <br />c"bars full length, top slab <br />only, provide oddiiiona/ spacers <br />® /8=` and adjust quantities. <br />Provide paving notch for culverts <br />at grade where PCC approach <br />paving, is used. __ <br />- ly 7314 JT ) <br />Slope � 12 <br />Reinf far walls Band over <br />STATE OF CALIFORNIA <br />DEPARTMENT OF PUBLIC WORKS <br />DIV15ION OF HIGHWAYS <br />STANDARD TRIPLE BOX CULVERTS <br />SCALE <br />. o r K 11 � , o,opeo rover( <br />N&IR <br />
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