宁波象山港公路大桥及接线工程第11合同段挡土墙段落编挡土墙尺寸（K32+142.5～K32+170右侧）挡土墙控制截面桩号a(m)0.01.01.02.02.03.03.04.04.05.05.06.06.07.07.08.08.09.09.0############H(m)4.53.55.24.2######################################################B1(m)1.21.21.21.21.21.21.21.21.51.51.51.51.51.51.51.51.51.51.51.51.51.5B2(m)2.632.382.572.553.002.753.182.933.753.503.753.503.753.503.803.553.803.553.803.553.803.55B3(m)2.682.422.622.603.062.803.242.983.823.573.823.573.823.573.883.623.883.623.883.623.883.62B4(m)0.200.200.200.200.200.200.200.200.500.500.500.500.500.500.500.500.500.500.500.500.500.50B5(m)########################################################################################b1(m)0.300.300.300.300.300.300.300.300.500.500.500.500.500.500.500.500.500.500.500.500.500.50h1(m)0.500.500.500.500.500.500.500.500.500.800.800.800.800.800.800.800.800.800.800.800.800.80NN1N2截面面积长度(m²)8.776.459.768.0512.7510.0314.8111.9118.4315.1318.4315.1318.4315.1319.1215.7719.1215.7719.1215.7719.1215.77(m)2.92.92.92.92.92.92.92.92.92.92.9工程量(m³)22.06925.824533.03138.74448.66248.66248.66250.590550.590550.590550.5905468.0165K32+142.5K32+145.01K32+147.5K32+150.0K32+152.5K32+155.02K32+157.5K32+160.0K32+162.5K32+165.03K32+167.5K32+170.0合计后断面前断面后断面前断面后断面前断面后断面前断面后断面前断面后断面前断面后断面前断面后断面前断面后断面前断面后断面前断面后断面前断面0.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.200.200.200.200.200.200.200.200.200.200.200.200.200.200.200.200.200.200.200.200.200.20
