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8.PR FISCAL I SHEET TOTAL <br /> P STATE Y[AR Ho. SN[RS <br /> S- Z9I I CALIF I WEE <br /> To accompany okv7s doled 42E!W Z3 /.962 <br /> DISTRICT COUNTY ROUTE SECTION 'N . T°'° ` <br /> XI S.✓ 1/offlul 07 <br /> APPROVAL RECOMMENDED <br /> X <br /> Engineer of Design <br /> Civil Engineer License No.7co3 <br /> Ap ved-Sdniem6er 21y1961 <br /> Slate Highway Engineer <br /> Civil Engineer License No.5945 <br /> Note: Compression caps and sills to be <br /> some dimension timber as struts. <br /> Timber for struts and sills shall <br /> be Douglas Fir common. <br /> X <br /> Compression Upper sills <br /> cap 12" long (continuous) <br /> soft,even grained <br /> Chamfer wood. <br /> Strut <br /> _� patoblced ae Alternative <br /> -� shown� � � � wire strut <br /> Lower sill <br /> h I C <br /> (continuous) <br /> _ )c0 - -4 <br /> STRUT DETAILS <br /> 18 Max.Spac. - j <br /> Omit rounding for <br /> Omit rounding for 1 I"Chamfer pipes less than 48" ING IN FEET OLD TIMBER STRUTSFOR <br /> PIPER <br /> FRONT ELEV. SINGLE HEADWALL pipes Tess than 48" diameter CORR. METAL AND FIEASSEMBLED PLATE <br /> I" Chamfer diameter 1 / _ <br /> 2 W PIPE STRUT HEIGHT OF FILL IN FEET <br /> / DIA. SIZE <br /> 0- <br /> X 30 40 50 60 70 80 100 <br /> - i •A •° 4 x 4 5.0 3.5 <br /> -1 I I i „ 4 x 6 6.0 5.0 4.0 3.5 3.0 <br /> h D I D I l i h I D 48 6 x 6 6.0 5.0 4.5 4.0 3.5 <br /> 7�" 91 i 71/2 It I I 6x 8 6.0 5.0 <br /> 4 x 4 6.0 4.0 3.0 <br /> 3/aD 60 4 x 6 6.0 4.5 3.5 3.0 <br /> 00 D / p . {°.. A. p.' p.�' P > R 6 x 6 5.5 4.5 4.0 3.5 3.0 <br /> X12 min. p. .:,1 .. '. '•. ° ' 00 <br /> 6 x 8 5.5 4.5 4.0 <br /> L �\ - 2'-O'� y 71/29'+� 7V� ' X18" Max. Spac.� 71/2'9'- 71/2' 4 x 4 5.0 3.0 <br /> 18" Max.Spac. 2'-0' 2'0"- 4 x 6 6.0 5.0 3.5 3.0 <br /> 72 6 x 6 6.0 4.5 4.0 3.5 3.0 3.0 <br /> FRONT ELEV. DOUBLE HEADWALL SECTION , SINGLE 81 FRONT ELEV. ° L° HEADWALL SECTION "L'� HEADWALL 6 x 8 5.0 4.5 4.0 3.5 <br /> DOUBLE HEADWALLS 6 x 6 6.0 6.0 5.0 4.0 3.5 3.0 <br /> 84 6 x 8 5.0 4.5 4.0 3. 5 3. <br /> 8 x 8 4.5 3.5 <br /> Single Double Length of W 6 x 6 6.0 5.5 4.5 3.5 3.0 <br /> D h j Vert. Steel Conc. L Vert. Steel Conc. 21 - 0" 3' - 5" 4' - II" 6'- 5" 7'- II" g 6 6 x 6 5.5 4. 5 4.0 3.5 3.0 <br /> in. ft.-in. ft.-in, bars lbs. C.Y. ft.-in. bars lbs. C.Y. to to to to to 8 x 8 4.5 4.0 3.0 <br /> 12 2 - 8 5 - 0 8 28 0.60 7 - 0 10 38 0.82 D h 1/2 3 - 4 11 4 - 10 6 - 4 7 - 10 9 - 4 Conc. <br /> X Number of Vertical Bars C. Y. 6 x 6 6.0 5.0 3.5 3.0 <br /> 15 2- II 6 - 0 12 41 0.75 8- 6 14 52 1 .04 <br /> 18 3- 2 7 - 0 12 46 0.91 9 -6 14 57 1.21 6 8 10 12 14 108 6 x 8 6.0 5.0 4.0 3.5 3.0 <br /> 21 3-5 7 - 6 12 49 1.02 10- 6 14 62 1.38 <br /> in. ft.-in. ft.- in. Steel lbs. 8 x 8 4.5 4.0 3.5 <br /> 24 3-8 8 - 6 12 54 1.20 11 - 6 14 67 1.57 <br /> 12 2- 8 2 - 6 28 + 3W 32 + 3W 0.38+ 0.12W 6 x 6 6.0 4.0 3.0 <br /> 27 3-11 9 - 6 16 70 1.39 13-0 18 85 1.84 15 2-11 3 - 0 36 + 3W 41 + 3W 0.48+0.13W 120 6 x 8 6.0 5.5 4.0 3.5 3.0 <br /> 30 4-2 10-0 16 74 1.52 14-0 18 91 2.04 <br /> 18 3-2 3 - 6 40 + 3W 45 + 3W 0.59 + 0. 14W 8 x 8 5. 0 . 4.0 3.5 3.0 <br /> 33 4-5 11 - 0 16 79 1.73 15-0 18 96 2.25 <br /> 21 3-5 3 - 9 43 + 3W 48 + 3W 0.66 + 0.14W 6 x 6 5.0 3.5 <br /> 36 4-8112- 0 16 85 1.95 16-6 18 103 2.56 24 3-8 4 - 3 47 + 3W 52 + 3W 58 + 3W 0.78 + 0.15W 132 6 x 8 6.0 4.5 3.5 3.0 <br /> 39 4 - 11 112- 6 16 89 2.09 17- 6 20 116 2.79 <br /> 27 3-11 4 - 9 57 + 3W 62 + 3W 68 + 3W 0.91 + 0.16W 8 x 8 5.5 4. 5 4.0 3.5 3.0 <br /> 42 5- 2113- 6 16 94 2.34 18-6 20 122 3.03 <br /> 30 4-2 5 - 0 60 + 3W 66 + 3W 73 + 3W 78 + 3W 1.00t 0,17W 6 x 6 4.5 3.0 <br /> 45 5- 5114-'6 20 115 2.60 20-0 26 153 3.38 33 4-5 5 -6 64 + 3W 71 + 3W 77 + 3W 83+3W 1.13 + 0. 17W 144 6 x 8 5.5 4.0 3.0 <br /> 48 5-t17-0 <br /> 20 119 2.75 21 -0 26 160 3.64 36 4-8 6 - 0 68 + 3W 75 * 3W 82 + 3W 88 +3W 95 + 3W 1.28 + 0.18W 8x 8 5.0 4.0 3.5 3.0 <br /> 51 5- 20 125 3.03 22- 6 26 168 4.02 39 4-11 6 - 3 79 +3W 86 + 3W 93 + 3W 100 + 3W 1.39 + 0. 19W 156 6 x 8 4.5 3.0 <br /> 54 6- 20 1 131 3.31 23-6 26 175 4.30 <br /> 42 5-2 6 - 9 83 +3W 91 + 3W 98 +3W I06 +3W 1.54 + 0.19W 8. x 8 6.0 4.5 3.5 3.0 <br /> 45 5-5 7 - 3 103+ 3W III + 3W 119 + 3W 1.71 + 0.20W 168 6 x 8 3.5 <br /> Use headwall tables for concrete pipe and for C.M. P. 48 5-8 7- 61108 + 3W 116 + 3W 124 + 3W 1.82 + 0.2 IW 8 x 8 6.0 5.0 4.0 3.0 <br /> 6 x 8 3.0 STATE OF CALIFORNIA <br /> of pipe walls. <br /> No deduction made in quantities for variations in thickness 51 5- II 8 - 0 121 + 3W 130+3W 2.00 +0.21W 180 <br /> X All reinforcing steel #4 bars. 54 6- 2 8 - 61 1127 + 3W 136 + 3W 2.18 + 0.22W 8 x 8 6.0 14.5 13.5 DEPARTMENT OF PUBLIC WORKS <br /> STRAIGHT HEADWALLS LH HEADWALLS DIVISION OF HIGHWAYS <br /> PIPE CULVERT HEADWALLS STANDARD PIPE CULVERTS <br /> AND HEADWALLS D89 <br />