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28 <br />51 <br />55 <br />42 <br />TR- 27 10/15/93 <br />52 <br />48.59 <br />36 <br />TR- 27 10/15/93 <br />53 <br />6.4 <br />21 <br />TR- 27 10/15/93 <br />54 <br />75.51 <br />48 <br />TR- 27 10/15/93 <br />55 <br />1.01 <br />8 <br />05/95 <br />56 <br />4.39 <br />18 <br />57 <br />51.22 171 <br />1 @48" or 2 @33" <br />05/95 <br />58 <br />1.45 <br />12 <br />05/95 <br />59 <br />4.81 <br />18 <br />TR- 55 03/11 <br />60 <br />12.38' <br />24 <br />05/95 <br />61 <br />0.95 <br />8 <br />05/95 <br />62 <br />0.68 <br />12 <br />09/95 <br />63 <br />1.28 <br />12 <br />09/95 <br />64 <br />8.75 <br />24 <br />Culvert Number <br />10- 24 Hour Peak <br />Discharge (CFS) <br />Minimum Diameter <br />(Inches) <br />Comments <br />65 <br />0.1 <br />12 <br />66 <br />0.43 <br />12 <br />TR- 55 03/11 <br />67 <br />2.23 <br />18 <br />TR- 55 03/11 <br />68 <br />2.67 <br />18 <br />TR- 55 03/11 <br />69 <br />3.76 <br />18 <br />TR- 55 03/11 <br />70 <br />4.3 <br />18 <br />TR- 60 12/11 <br />71 <br />1.03 <br />12 <br />TR -60 12/11 <br />72 <br />8.75 <br />24 <br />TR -60 12/11 <br />73 <br />8.75 <br />24 <br />TR -60 12/11 <br />74 <br />8.75 <br />24 <br />TR -60 12/11 <br />75 ** <br />52.05 <br />42 <br />TR- 62 01/12 <br />76 ** <br />52.05 <br />42 <br />TR- 62 01/12 <br />77 <br />1.75 <br />12 <br />TR- 66 05/12 <br />77A ** <br />1.75 <br />12 <br />TR- 66 05/12 <br />78 <br />1.75 <br />12 <br />TR- 66 05/12 <br />79 <br />39.74 <br />36 <br />TR- 64 04/12 <br />80 <br />28.01 <br />36 <br />TR- 64 04/12 <br />RDA -A <br />4.16 <br />12 <br />TR- 66 05/12 <br />RDA -B <br />1.86 <br />12 <br />TR- 66 05/12 <br />81 <br />13.90('1 <br />30 <br />TR- 66 08/12 <br />82 <br />17.78 <br />30 <br />TR- 65 06/12 <br />83(8)** <br />7.02 <br />18 <br />TR- 65 06/12 <br />84(8)** <br />7.02 <br />18 <br />TR- 65 06/12 <br />85 <br />30.51 <br />36 <br />TR- 65 07/12- On <br />DOW Land <br />Relief Drains <br />(1) From "Handbook of Steel Drainage and Highway Construction Products," nomograph with no <br />head on pipe and using HW /D Scale No. 3 <br />(2) Sized using 3 Ft. of head on pipe (HW /D =1.5), HW /D Scale No. 1 <br />Section 2.05 TR -68 12/10/2014 <br />