Auke-Road_Earthwork_Report.pdf

Station

EXC.

(Sqft)

Avg. End Area

(sqft)

EMB.

(sqft)

Avg. End Area

(sqft)

105+50 0.3 1.46

105+75 0.58 11 0.71 27.125

106+00 0.67 15.625 0.84 19.375

106+25 2.05 34 0.49 16.625

106+50 2.19 53 0 6.125

106+75 2.21 55 0 0

107+00 2.03 53 0 0

107+25 2.33 54.5 0 0

107+50 0.41 34.25 0.3 3.75

107+75 0.3 8.875 0.24 6.75

108+00 0.32 7.75 0.25 6.125

108+25 2.09 30.125 0 3.125

108+50 2.57 58.25 0 0

108+75 2.09 58.25 0 0

109+00 1.91 50 0 0

109+25 0.76 33.375 0.4 5

109+50 0.76 19 0.78 14.75

109+75 0.84 20 0.34 14

110+00 0.79 20.375 1.02 17

110+25 0.74 19.125 0.35 17.125

110+50 3.92 58.25 0 4.375

110+75 4.26 102.25 0 0

111+00 4.19 105.625 0 0

111+25 3.87 100.75 0 0

111+50 3.26 89.125 0 0

111+75 2.36 70.25 0 0

112+00 2.21 57.125 0 0

112+25 2.46 58.375 0 0

112+50 2.64 63.75 0 0

112+75 1.85 56.125 0 0

113+00 2.13 49.75 0 0

113+25 0.84 37.125 1.48 18.5

113+50 0.45 16.125 4.58 75.75

113+75 0.38 10.375 7.75 154.125

114+00 0.49 10.875 5.57 166.5

114+25 0.45 11.75 4.64 127.625

114+50 0.54 12.375 1.57 77.625

114+75 2.07 32.625 0 19.625

115+00 1.59 45.75 0 0

115+25 0.83 30.25 0 0

115+50 0.27 13.75 3.36 42

115+75 0.33 7.5 4.11 93.375

AK FS TNF 2(1) Auke Recreation Roadway rehab Earthwork quantities (hand calculated)

116+00 0.32 8.125 3.71 97.75

116+25 0.51 10.375 1.3 62.625

116+50 0.51 12.75 0.18 18.5

116+75 1.92 30.375 0 2.25

117+00 0.91 35.375 0 0

117+25 0.79 21.25 0 0

117+50 0.86 20.625 0 0

117+75 0.7 19.5 0 0

118+00 0.66 17 0 0

118+25 0.58 15.5 0 0

118+50 0.57 14.375 0 0

118+75 0.61 14.75 0 0

119+00 0.62 15.375 0 0

119+25 0.62 15.5 0 0

119+50 0.61 15.375 0 0

119+75 0.57 14.75 0 0

120+00 0.37 11.75 0 0

120+25 0.25 7.75 0.11 1.375

120+50 0.48 9.125 0 1.375

120+75 0.51 12.375 0 0

121+00 0.97 18.5 0 0

121+25 1 24.625 0 0

121+50 0.53 19.125 0 0

121+75 0.41 11.75 0.45 5.625

122+00 0.55 12 0.73 14.75

122+25 0.5 13.125 1.74 30.875

122+50 0.57 13.375 1.27 37.625

122+75 0.7 15.875 1.28 31.875

123+00 0.75 18.125 1.06 29.25

123+25 0.45 15 2.83 48.625

123+50 0.72 14.625 1.15 49.75

123+75 0.4 14 1.88 37.875

124+00 0.36 9.5 1.24 39

124+25 0.3 8.25 3.5 59.25

124+50 0.21 6.375 7.79 141.125

124+75 0.32 6.625 3.79 144.75

125+00 0.33 8.125 3.85 95.5

125+25 0.32 8.125 3.59 93

125+50 0.32 8 3.42 87.625

125+75 0.3 7.75 5.14 107

126+00 0.29 7.375 8.1 165.5

126+25 0.31 7.5 10.4 231.25

126+50 0.28 7.375 0.29 133.625

126+75 0.39 8.375 5.23 69

127+00 0.39 9.75 3.59 110.25

127+25 3.09 43.5 0 44.875

127+50 1.71 60 0.37 4.625

127+75 1.17 36 0.12 6.125

128+00 1.11 28.5 0.26 4.75

128+25 0.84 24.375 0.63 11.125

128+50 4.66 68.75 0 7.875

128+75 4.4 113.25 0 0

129+00 0.75 64.375 1.98 24.75

129+25 0.75 18.75 2.17 51.875

129+50 0.98 21.625 1.06 40.375

129+75 1.07 25.625 0.64 21.25

130+00 1.59 33.25 0.14 9.75

130+25 1.16 34.375 0.27 5.125

130+50 0.64 22.5 0.82 13.625

130+75 0.63 15.875 0.14 12

131+00 0.72 16.875 0 1.75

131+25 0.57 16.125 0.07 0.875

131+50 0.47 13 0.04 1.375

131+75 0.52 12.375 3.44 43.5

132+00 0.5 12.75 6.83 128.375

132+25 0.41 11.375 3.21 125.5

132+50 0.39 10 0.34 44.375

132+75 0.36 9.375 1.73 25.875

133+00 0.46 10.25 5.79 94

133+25 0.71 14.625 4.09 123.5

133+50 0.63 16.75 4.66 109.375

133+75 0.57 15 5.46 126.5

134+00 0.54 13.875 6.39 148.125

134+25 0.42 12 9.17 194.5

134+50 0.37 9.875 3.89 163.25

134+75 1.44 22.625 0 48.625

135+00 0.83 28.375 0 0

RT side Subtotal (CY) 116.54 167.44

LT side Subtotal (CY) 5.07

Total (CY) 121.61

Left side turnout

822 sqft x .166 = 137 cuft

137/27= 5.07 CUYD Excavation

167.44

121.61

45.83Addt'l Embankment needed

Excavation (assumed suitable for embankment)

Embankment