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{ PELTrERROAD <br /> X Su rode Ground Surface <br /> "No., <br /> A ►IL[ [no" T�TA� <br /> No.„ IRD[X No! TV <br /> NO. 1sNt[T <br /> t 'L P 119WI 25 1 -2034 <br /> T Note: Compression caps and sills to be <br /> some dimension timber as struts. <br /> .+ a) d Timber for struts and sills shall <br /> C3 t v � o be Douglas Fir common. <br /> D > w o D <br /> Filter Material / I + <br /> W <br /> �-- p + I ' -� I l--- p+ 1' ►� Compression Upper sills <br /> cap 12"long (continuous) <br /> SECTION SECTION <br /> sof t,even grained <br /> wood. <br /> INSIDE SUBGRADE AREA OUTSIDE SUBGRADE AREA <br /> U N D ER DRA I N Strut spaced as <br /> shown in table Alternative <br /> I Chamfer , wire strut <br /> Lower sill <br /> X Tv_ _ - - (continuous) <br /> h ID I <br /> I <br /> - ( I STRUT DETAILS <br /> - - - --� <br /> SPACING IN FEET OF TIMBER STRUTS FOR <br /> t CORR. METAL AND FIELD ASSEMBLED PLATE PIPE <br /> / I Omit rounding for <br /> 18 h0px.Spoc. - 1 -j pipes less than 48' PIPE STRUT HEIGHT OF FILL IN FEET <br /> Omit rounding for DIA. SIZE 0-201 30 40 50 60 70 1 80 100 <br /> I��Chamfe <br /> diameter <br /> FRONT ELEV. SINGLE HEADWALL pipes less than 48 <br /> �� � ► , _ � __� 4 x 4 5.0 3.5 • <br /> " �_ _ __._ W <br /> I Chomfer diameter �z `�` / j is 4 x 6 6.0 5.0 4.0 3.5 3.0 <br /> -}- <br /> T j-- I - ;+ - 8 6 x <br /> -L- - I r - - - j - S- ( - - - - <br /> 6 x 8 6.0 5.0 <br /> 4 x 4 6.0 4.0 3.0 <br /> h ' D ( D I I I ' h I I I I 60 4x6 6.0 4.5 3.5 3.0 <br /> � - I i 7 9" ' 7V I - I I l � 6 x 6 5.514.5 4.0 3.5 3.0 <br /> X co I-,I I I - `- - - ( I MoD io - + - - - - 6 x 8 5.5 4.5 4.0 <br /> �_ 1.__ r, 4 x 4 5.0 3.0 a.' <br /> - • • ♦: .\. <br /> ° 2 :': <br /> co til min. �� -'* Co :, • •°�:!: 4 x 6 6.0 5.0 3.5 3.0 <br /> " ! " <br /> 6 x 6 6.0 4.5 4.0 3.5 3.0 3.0 <br /> r• L 2-O -i7�" 9 7v X18 Max. Spoc.� �I7y 9 6 x 8 5.0 4.5 4.0 3.5 <br /> ,,;f 2 2 � <br /> \I8"Max.�- �- 2`-0 20,.� <br /> Spoc. 6 x 6 6.0 6.0 5.0 4.0 3.5 3.0 <br /> FRONT ELEV. DOUBLE HEADWALL SECTION, SINGLE a FRONT ELEV. " L" HEADWALL SECTION "L" HEADWALL 84 6 x 8 1 5.0 4.5 4.0 3.5 3.0 <br /> DOUBLE HEADWALLS 18X8 4.5 3.5 <br /> 6 x 6 6.0 5.5 4.5 3.5 3.0 <br /> 96 6 x 8 5.5 4.5 4.0 3.5 3.0 <br /> Single Double Length of W 8 x 8 4.5 4.0 3.0 <br /> D h t Vert. Steel Conic. L Vert. Steel Conc. 2' - 0" 3' - 5" 4'- I I" 6'- 5" 7'- 11" 6 x 6 6.0 5.0 3.5 3.0 <br /> in. ft.-i ft:in, hors lbs. C.Y. ft:in. bars lbs. C.Y. ,to " to " to " to " to " 108 6 x 8 6.0 5.0 4.0 3.5 3.0 <br /> 12 2 - 8 5 -0 8 28 0.60 7 - 0 10 38 0.82 D h lj2 3 - 4 4' - 10 6 - 4 7'- 10 9 - 4 Conc. 8 x 8 4.5 4.013.51 <br /> 15 2- 11 6 - 0 12 41 0.75 1 8- 6 14 52 1.04 Number of Vertical Bars C.Y. 6 x 6 6.0 4.0 3.0 <br /> 18 3-2 7- 0 12 46 0.91 9-6 14. 57 1.21 6 8 10 12 14 120 6 x 8 6.0 5.5 4.0 3.5 3.0 <br /> in. ft.-i ' ft.-in. Steel lbs. <br /> 21 3-5 7- 6 12 49 1.02 10-6 14 62 1.38 12 2- $ 2 - 6 28 + 3W 32 + 3W 038+0.12W 8z8 5.0 4.0 3.5 3.0 <br /> 24 3-8 8-6 12 54 1.20 11 - 6 14 67 1.57 6 x 6 5.0 3.5 <br /> 15 2-II 3 - 0 36 +3W 41 + 3W 0.48*0.13W <br /> 27 3-11 9- 6 16 70 1.39 13-0 18 85 1.84 132 6 x 8 6.0 4.5 3.5 3.0 <br /> X 18 3-2 3- 6 40 + 3W 45+ 3W 0.59+ 0.14W - <br /> 3014-2 10-0 16 74 1.52 14-0 18 91 2.04 8 x 8 5.5 4.5 4.0 3.5 3.0 <br /> 3314-5111 - 6 16 79 1.73 15-0 18 96 2.25 21 3-5 3 - 9 43 + 3W 48+ 3W 0.66 +0.14W 6 x 6 4.5 3.0 <br /> 36 4-8 �2-0 I6 85 1.95 16-6 18 103 2.56 24 3-8 4 - 3 47 + 3W 52 + 3W 58 + 3W 0.78 .O.15W 144 6w8 5.5 4.0 3.0 <br /> 39 4-11 12-6 16 89 2.09 17- 6 20 116 2.79 27 3-11 4 - 9 57 + 3w 62 + 3W 68 + 3w 0.91 + 0.16w 8x8 15.0 4.0 3.5 3.0 <br /> 42 5-2 13- 6 16 94 2.34 18-6 20 122 3.03 30 4-2 5- 0 60 + 3W 66 + 3W 73+3W 78. 3W 1.00+ 0.17W 6 x 8 4.5 3.0 <br /> 33 4-5 5 -6 64 + 3W 71 + 3W 77 +3W 83.3W 1.13 + 0. 17W 156 <br /> 45 5-5 14-6 20 115 2.60 20-0 26 153 3.38 8 x 8 6.0 4.5 3.5 3.0 <br /> 36 4-8 6 - 0 68 + 3W 75. 3W 82+ 3W 88+3W 95 + 3W 1.28 + 0.18W <br /> 48 5-8 15-0 20 119 2.75121 -0 26 160 3:64 6 x 8 3.5 <br /> 51 5-11 16-0 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 168 8 x 8 6.0 5.0 4.0 3.0 <br /> 42 5-2 6- 9 83 +3W 91 + 3W 98 .3W 106+3W 1.54 +0.19W <br /> 54 6-2117-0 20 131 3.31 23-6 26 175 4.30 6 x 8 3.0 <br /> 45 5-5 7 - 3 103+ 3W III • 3W 119 •3W 1.71 • 0.20W 180 8 X 8 6.0 4.5 3.5 <br /> Use heodwoll tables for concrete pipe and for C.M. P. 48 5-8 7- 6 108+ 3W 116 . 3W 124+3W 1.82 • 0.2 IW . <br /> No deduction mode in quontitme for variations m fhic*ness <br /> 51 5-11 8:O 121 • 3W 130+3W 2.00.0.21 W <br /> of pipe walls. 54 6-2 8- 6 127 .3W 136 +3W 2.18 • 0.22W <br /> All reinforcing steel ;4 bars. <br /> STRAIGHT HEADWALLS <br /> " L" HEADWALLS <br /> PIPE CULVERT HEADWALLS PIPE CULVERTS <br /> AND H EA DWALLS <br /> %undU :�ft0me A-69 <br /> fN 0701 •MM I" M. �.IJW <br /> s i <br />