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0 IA <br /> S-SlJ-906 �. <br /> To accompany Akris We <br /> DISTRICT COUNTY UTE "!!iks — 0101 PrOffid '""T To`"` <br /> 99 W/ <br /> APPROVAL RECOMMENDED <br /> X <br /> 50 -75k AXLE 75 - 110k AXLE 110 - 150k AXLE Assistant State Highway Engineer <br /> 18 - 50k AXLE <br /> Registered Civil Engineer No. 5390 <br /> MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE MIN. STRUTS STRUT SIZE <br /> C CATION SPAN 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 APa d SEPTEiY1BE.P /8�-96� <br /> CAT ION <br /> A 2' to 5' Single 4' 2' to 5' Single 5' 2' to 4' Single 3' 2' to 4' Single 4' <br /> State Highway Engineer <br /> Registered Civil Engineer No.5945 <br /> 5' %2 pt, Posts 4 x 6 9 3' S' t 6 ' 1/3 pts. Posts 4 x 6 Co 3' S' to 6' S ' 1/3 Pts. Posts 4 x 6 03' <br /> A 6 Single 5 6 Single Sills 4 x 6 o ' Single 5Cont. g Sills 4 x 6 Single 5Cont. g <br /> Sills 4 x 6, Cont. <br /> 7to 8Single 5 ?' to 8Sin ' 1/4 Pts. Posts 4x6@ 3' <br /> I A 7' to 8' Single 5' 7' to 8' Single 5' ' ' ' ' ' le 5 <br /> 9 g <br /> Sills 4 x 6,Cont. <br /> BOX <br /> CULVERTS I 'to l2' le 5' — lo'to 12Single 5 <br /> ' ' 1O' to12' Single 5' 1/5 Pts. Posts 6x6@3�6" 10' tol2' Single 5' 1/5 Pts. Posts 6 x6 C0 3' Notes: Limits of strutting to be determined by �nglneer, but <br /> A to Single 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 /> X Single 3' 14' Single 3' 1/5 Pts. Posts 6x6@3'-6" 14' Single 3' 1/5 Pts. Posts 6x8@3=6" g Posts 6x8@3`-6" Assumed tire patterns <br /> A N 9 Sills is 6 x 8, Cont. Si I Is 6 x 8,Cont. 14 Single 4 5 Pts. Sills 6 x 8,Cont, <br /> � 50k Axle 2.O�x I .S . <br /> 75 k Axle 3.Ox 2.0' <br /> 4'to I2_' M•'ti 5' 4' to 12' Multiple 5' 4' to 12' Multiple 5' 4' to 12' Multiple 5' I I O k Axle 3.O'x 2.5'1 <br /> A 150 k Axle 3.0 x 3.0 <br /> -S Spon Span Span <br /> 8 , C , All All 75 or All All 1.75 or All All 1.75 or All All 1.75 or <br /> DIE 5. Ain. 5' Min. 5' Min. 5' Min. Impact = 50 % <br /> p _ Min. Cover = 3' Min. Cover = 4' Timber sil Is & posts to be D.F., 1450f. Sills to be <br /> " Min. .,over 2 Min. Cover 4` <br /> I2to39 <br /> R . PIPES Dia. glued - laminated or solid timbers. <br /> R.C. ' <br /> "t 108" ia. or 4' Mi", or 4 Min. 17 or 4 Min. D or 4' Min. <br /> 2 ° 1 .75 1 .75 •• 5 I . 5 All strutting and removal to be at expense of <br /> 0120M Min. Cover = 2' Min. Cover = 2` 1°' or 2' Min. or or 3` Min• the contractor. <br /> T <br /> PIPES _ ' <br /> METAL Over Dia .• or 2' Min. D10' or 2' Min. D10' or 4' Min. X10' or 4' Min. <br /> CULVERTS 120 5 5 3 3 <br /> Arches , All � or 2' Min. San or 2` Min. Son or 2' Min. <br /> Krches <br /> i1.e – –� -3 --3or 3` Min. <br /> X <br /> Spans 7 <br /> Spans or 4' Min. Son or 4' Min. SS afin-• or 4' Min. Spanor 4' Min. <br /> R.C. ARCH to 14' 2.5 2.5 <br /> CULVERTS Spans Span or 5' Min. Span or 5' Min. Spon or 51 Min. Span or 5' Min. <br /> to 2 2 3.5 3.5 3.5 3.5 <br /> Width of <br /> ha u l–roo d ** <br /> Minimum <br /> cover <br /> Length to be strutted <br /> ........... <br /> (OD <br /> MINIMUM LENGTH <br /> X See Coble for min. cover OF STRUTTING <br /> COD <br /> .Cont. Sill AS. BUILT <br /> e <br /> Span Uncompacted material. SeeCORRECTION QY <br /> arch culvert details. N® CHANGES r - MWedges• <br /> DATE 5-ZO-�66 <br /> C 'r% P Y A Y <br /> 60X CULVERTS R. C. PIPES & R.C. ARCH CULVERTS <br /> CULVERTS 1. 1 "` 7 4METAL <br /> STATE OF CALIFORNIA <br /> HIGHWAY TRANSPORTATION AGENCY <br /> DEPARTMENTOF PUBLIC WORKS <br /> X DIVISION OF HIGHWAYS <br /> } <br /> CONSTRUCTION LOADS ON CULVERTS D88 <br /> NA <br /> . fir. <br />