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i <br /> a B.P.R. F�fcAL SNORT TOTAL <br /> STATE YRAR Mo. SNORTS <br /> • `.90�i .3 CALIF. <br /> To accompany ,o✓ans doled /1�lay <br /> DISTRICT JCOUNTY UTE SECTION `"t[T T°'"` <br /> X 15-1/ 19061 <br /> APPROVAL RECOMMENDED <br /> X <br /> 18 - 50k AXLE 50 -75k AXLE 75 - 110k AXLE 110 - 150k AXLE Assistant State Highway Engineer <br /> Registered Civil Engineer No. 5390 <br /> MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE <br /> CLASSIFI- SPAN TYPE COVER REQ' D a SPACING SPAN TYPE COVER REQ' D a SPACING SPAN TYPE COVER REQ'D a SPACING SPAN TYPE COVER REQ' D a SPACING nL: <br /> SE.oTEMBE.P/8�-96/ <br /> CATION <br /> A 2' to 5' Single 4' 2' to 5' Single 5' 2' to 4' Single 3' 2' to 4' Single 4' Highway Engineer <br /> Registered Civil Engineer No.5945 <br /> A 6' Single 5' 6' Single 5' %2 pt• Posts 4 x 6 0 3' S' to 6' Single 5' 1/3 Pts. Posts 4x603' S' to 6' Single 5' 1/3 Pts. Posts 4x63' <br /> Sills 4x6, Cont. Sills 4x6,Cont. SiI.Is 4x6, Cont. <br /> A 7' to 8' Single 5' 7' to 8' Single 5' 7' to 8' Single 5' ?' to 8' Single 5' 1/4 Pts. Posts 4x60 3' <br /> Sills 4x6,Cont. <br /> BOX <br /> CULVERTSA 10 to 12 Sinle 5 10 to 12 Single 5 5 <br /> 10toll Single 5 Pts. 10 1 1� Posts 6x6@3=6" to 12 Single 5 1 1j5 Pts. Posts 6 x6 @ 3' Notes' Limits of strutting to be determined by engineer, but <br /> g <br /> w Sills 6x6,Cont. Sills 6x6, Cont. shall not be less than as shown in sketch below. <br /> Reference--Std. Box Culverts dated Oct. 4 1960 <br /> XA 14 Single 3 14 Single 3 1 1/5 Pts. Posts 6x603'6" 14' Single 3 1 1j5 Pts. Posts 6x803= 146" ' Single 4 y5 Pts. Posts 6x8@3'-6" Assumed tire patterns • <br /> Sills 6 x 8, Cont. Sills 6 x 8, Cont. Sills 6 x 8,Cont. 50k Axle 2.0'x 1 .5 <br /> 75 k Axle 3.0'x 2.0' <br /> A 4'to 12' Multiple 5' 4' to 12' Multiple 5' 4' to 12' Multiple 5' 4' to 12' Multiple 5' I I 0 k Axle 3.0'x 2.5' <br /> 150k Axle 3.0'x 3.01 <br /> Spon Spon Span Span <br /> 8 , C , All All 1.75 or All All 1.75 or All All 1.75 or All All 1.75 or <br /> DIE 5' Min_ - <br /> 5' Min. 5' Min. 5' Min. Impact 50 % <br /> 12"to 39" Min. Cover = 2' Min. Cover = 3' Min. Cover - 4' Min. Cover = 4' Timber sills 8k posts to be D.F., 1450f. Sills to be <br /> R . PIPE glued - laminated or solid timbers. <br /> .0 S <br /> 42"to 108" la' or 4' Min. ala' or 4' Min. ala' or 4' Min. Dor 4' Min. <br /> 1 .75 1 .75 1 .75 1 . 5 All strutting and removal to be at expense of <br /> To 120 Min. Cover = 2' Min. Cover = 2' = ' or 2' Min. -Dia ' or 3' Min. the contractor. <br /> PIPES <br /> METAL Over =la • or 2' Min. ala' or 2' Min. ala' or 4' Min. ala' or 4' Min. <br /> CULVERTS 120 5 5 3 3 <br /> Ar p a All Span �_ Span or 2' Min. --�- <br /> Krches <br /> i �e - Spans or 2 Min. S7 n or 2� Min. a� or 3' Min. <br /> X 7 3 3 <br /> Spans, Span or 4' Min. _SDan or 4' Min. S 5 or 4' Min. Span or 4' Min. <br /> R.C. ARCH <br /> to 14 2.5 2.5 2.5 <br /> CULVERTS <br /> top 22' Span or 5' Min. Span or 5' Min. Span or 5' Min. Span or 5' Min. <br /> 3.5 3.5 3.5 3.5 <br /> Width of <br /> haul road <br /> Minimum <br /> cover <br /> Length to be strutted <br /> MINIMUM LENGTH <br /> F- <br /> X • See table for <br /> min. cover OF STRUTTING <br /> Cont. Si II <br /> (OD <br /> S BUILT . <br /> Span Uncompacted material. See <br /> CORRECTIONS B <br /> arch culvert details. ��_______ <br /> c NO CHANGES wigY <br /> EWedges--...V1=00;:: <br /> --- ---- <br /> DATE 4-25_-65--- <br /> a,r�. <br /> BOX CULVERTS R. C. PIPES & R.C. ARCH CULVERTS COPY10 - 101554 <br /> METAL CULVERTS- <br /> STATE OF CALIFORNIA <br /> HIGHWAY TRANSPORTATION AGENCY <br /> DEPARTMENT OF PUBLIC WORKS <br /> X DIVISION OF HIGHWAYS <br /> CONSTRUCTION LOADS ON CULVERTS D88 <br />