Using the average end area method, determine the required volume of the cuts and fills for a new road. The areas of cuts and fills for each station are shown below. Express your answer in cubic yards for the SUM. Must solve in spreadsheet format.

$\backslash$table$[[$Station$,$Distance,Cut Area $($sf$),$Cut Volume,Fill Area $($sf$),$Fill Volume$],[0+00,,0,,0,],[1+00,,125,,50,],[1+30($A$),,168,,25,],[1+30($B$),,186,,0,],[2+00,144,,250,,],[2+50,,75,65,,],[3+00,30,,50,,],[3+75,,0,,0,],[$SUM$,,,,,]]$