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X <br />X <br />X <br />3/ <br />18 - 50k AXLE 50-75k AXLE <br />CLASSIFI- MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE <br />CATION SPAN TYPE COVER REQ'D a SPACING SPAN TYPE COVER REQ'D a SPACING <br />A 2' to 51 Single 41 2' to 5' Single 5' <br />75 -110k AXLE <br />MIN. STRUTS STRUT SIZE <br />SPAN TYPE <br />COVER REQ'D a SPACING <br />21 to 4' Single 31 —� <br />110-150k AXLE <br />SPAN FTYPE MIN. STRUTS STRUT SIZE <br />COVER REQ' D a SPACING <br />2' to 41 1 Single 4' , <br />A 6' Single 5' 6' Single 51 V2 Pt• Posts <br />4x69 3' 4 x 6 Cont. 51 to 61 Single I 51 1/3 Pts. Posts 4 x 6 CD 3' Posts 4 x <br />Cont. 51 to 61 I Single 5 /3 Pts. 6 °03 <br />Sills 4x6, <br />Sills 4x6, Cont. <br />BOX A 7' to 81 Single 5' 7' to 8' Single 5 7' to 8' Single 51' 1 I os x 6 <br />7 to 8 Single 5 /4 Pts. Posts 4 0 3 <br />CULVERTS <br />Sills 4 x 6, Cont. <br />A 10'tol2' Single 51 1O'to12' Single 5' 10'to12' Single 51 1/5 Pts. Posts 6x6@3'6" lo'tol2' Single 51 1/ Posts 6X6 Cad 3' <br />Sills 6x6,Cont. g 5 Pts. <br />Sills 6x6,Cont. <br />A 141 Single 31 14' Single 3' 1/5 pts.Posts 6x603'611 141 Single 3' 1/ Posts 6x803=6" 1 1• <br />9 5 Pts. 14 Single 4 /5 Pts. Posts 6x803-6 <br />Sills 6 x 8, Cont. Sills 6 x 8, Cont. Sills 6 x 8, Cont. <br />A <br />B,C, <br />D,E <br />1 <br />R.C. PIPES 2"to 39" <br />142"to 108" <br />4'to 12' Multiple 5' <br />Spon <br />All All 1,75 or <br />51 Min. <br />Min. Cover = 2' <br />175 or 4' Min. <br />A <br />0 <br />4' to 12' Multiple 51 <br />Spa n <br />To 120" <br />Min. <br />Cover = 2' <br />All All 1,75 or <br />PIPESOver <br />Span <br />All <br />120" <br />Dia. <br />or 2 Min. <br />METAL <br />All <br />CULVERTS <br />Min. Cover <br />5 <br />D� . <br />Arches <br />ipe - <br />9rches <br />All <br />S Aa ns <br />p <br />Spon <br />or 2' Min. <br />D1o. <br />3' <br />or 2' <br />5 <br />7 <br />Spa n or 2' <br />Min. <br />Spans <br />S or <br />4' Min. <br />R.C. ARCH <br />to 14' <br />3.5 <br />2.5 <br />Min. <br />CULVERTS <br />Spans <br />, <br />� <br />3 or 4 <br />to 2 2 <br />Min. <br />or <br />3.5 <br />5' Min. <br />A <br />0 <br />4' to 12' Multiple 51 <br />See table for <br />min. cover <br />Cont. Sill <br />Span <br />Wedges•••••' <br />4. -- <br />BOX CULVERTS <br />4'tol2' Multiple 5' 4' 1 <br />Spa n <br />ROUTESECTION <br />FISCAL <br />SHECT <br />All All 1,75 or <br />Span <br />All <br />All <br />1.75 or <br />SHEETS <br />All <br />All <br />5' Min. <br />Min. Cover <br />= 3' <br />D� . <br />or 4' <br />1.75 <br />Min. <br />Min. Cover <br />= 2' <br />D1o. <br />3' <br />or 2' <br />5 <br />Min. <br />Spa n or 2' <br />Min. <br />7 <br />Span <br />Z 5 or 4' <br />Min. <br />Spa or 5' <br />Min. <br />3.5 <br />Dia. <br />3 or 2' <br />See table for <br />min. cover <br />Cont. Sill <br />Span <br />Wedges•••••' <br />4. -- <br />BOX CULVERTS <br />4'tol2' Multiple 5' 4' 1 <br />1012 MUltlple 5 <br />Incompacted material. See <br />rch culvert details. <br />Spa n <br />ROUTESECTION <br />FISCAL <br />SHECT <br />All All 1,75 or <br />Span <br />Y[AR <br />NO. <br />SHEETS <br />All <br />All <br />1.75 or <br />Dia. <br />51 Min. <br />4' <br />Min. <br />Dia. <br />or <br />3' <br />Min. <br />Dia. or <br />3 <br />Min. Cover = <br />Dia. or 4' <br />4' <br />Min. <br />S_ 3 n or <br />1.75 <br />Min. <br />Dia. <br />3 or 2' <br />Min. <br />Dia. <br />, <br />3 or 4 <br />Min. <br />Min. <br />S-3 or <br />2' <br />Min. <br />Min. <br />3.5 <br />Soman , <br />2 � or 4 <br />Min. <br />S °n <br />or 51 <br />Min. <br />3.5 <br />1012 MUltlple 5 <br />Incompacted material. See <br />rch culvert details. <br />R.C. PIPES & R.C. ARCH CULVERTS <br />METAL CULVERTS <br />Spa n <br />ROUTESECTION <br />FISCAL <br />SHECT <br />All All 1,75 or <br />5' Min. <br />Y[AR <br />NO. <br />SHEETS <br />Min. Cover <br />= 4' <br />Dia. <br />or <br />5 <br />4' <br />Min. <br />Dia. <br />or <br />3' <br />Min. <br />Dia. or <br />3 <br />4' <br />Min. <br />S_ 3 n or <br />3' <br />Min. <br />-2p 5n or <br />4' <br />Min. <br />Span or <br />5' <br />Min. <br />3.5 <br />R.C. PIPES & R.C. ARCH CULVERTS <br />METAL CULVERTS <br />To accompany Pkru doled_ . �i ��P .�, /_ 96.3 <br />DISTRICT <br />B -PR. <br />ROUTESECTION <br />FISCAL <br />SHECT <br />TOTAL <br />STATE <br />Y[AR <br />NO. <br />SHEETS <br />CALIF <br />To accompany Pkru doled_ . �i ��P .�, /_ 96.3 <br />DISTRICT <br />COUNTY <br />ROUTESECTION <br />ON <br />TOTAL <br />APPROVAL RECOMMENDED <br />PntidM Sate N.yPwal i::,.y <br />Civil Engineef llc;nA Ma S390 <br />ApPlAad SEPTEMBE�P /B A06/ <br />Notes: Limits of strutting to be determined by engineer, but <br />shall not be less than as shown in sketch below. <br />Reference -Std. Box Culverts dated Oct. 4,1960 <br />Assumed the patterns <br />50k Axle 2.O'x 1.5' <br />75 k Axle 3.O'x 2.0' <br />I I Ok Axle 3.O'x 2.5' <br />150k Axle 3.0'x 3.01 <br />Impact =50% <br />Timber sills a posts to be D.F.,1450f. Sills to be <br />glued -laminated or solid timbers. <br />All strutting and removal to be at expense of <br />the contractor. <br />Width of <br />....................... <br />haul road <br />Minimum <br />cover <br />Length to be strutted <br />MINIMUM LENGTH <br />OF STRUTTING <br />BUILT <br />64— J-909—CS <br />AS 64-10Y24C14—P <br />S 909(l) <br />C01:PEC10,NS BY <br />NO CHAN0ES �/.qc NoccE�- <br />DATE 12-ZI-45f <br />STATE OF CALIFORNIA <br />DE PARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />CONSTRUCTION LOADS ON CULVERTS D881 <br />FOAM WH.2•.. <br />