路基设计高程
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路基设计表
桩 号 设计高程 挖方 填方 路基顶高程 1587.80 1586.79 1587.04 1587.29 1587.51 1587.68 1587.80 1587.87 1587.92 1587.96 1588.00 1588.04 1588.05 1588.09 1588.13 1588.18 1588.22 1588.24 1588.26 1588.31 1588.32 1588.49 1588.35 1588.39 1588.44 1588.48 1588.52 1588.56 1588.61 1588.65 1588.69 1588.74 1588.78 1588.82 桩 号 设计高程 挖方 填方 路基顶高程 1588.87 1588.91 1588.95 1589.00 1589.04 1589.08 1589.17 1589.30 1589.43 1589.56 1589.69 1589.82 1589.96 1590.09 1590.11 1590.22 1590.35 1590.48 1590.61 1590.69 1590.74 1590.87 1591.00 1591.13 1591.26 1591.39 1591.46 1591.52 1591.65 1591.78 1591.94 1592.15 1592.39 1592.63 K0+000.00 1588.52 K0+020.00 1587.51 K0+040.00 1587.76 K0+060.00 1588.01 K0+080.00 1588.23 K0+100.00 1588.40 K0+120.00 1588.52 K0+140.00 1588.59 K0+160.00 1588.64 K0+180.00 1588.68 K0+200.00 1588.72 K0+215.70 1588.76 K0+220.00 1588.77 K0+240.00 1588.81 K0+260.00 1588.85 K0+280.00 1588.90 K0+300.00 1588.94 K0+310.90 1588.96 K0+320.00 1588.98 K0+340.00 1589.03 K0+345.90 1589.04 K0+350.00 1589.05 K0+360.00 1589.07 K0+380.00 1589.11 K0+400.00 1589.16 K0+420.00 1589.20 K0+440.00 1589.24 K0+460.00 1589.28 K0+480.00 1589.33 K0+500.00 1589.37 K0+520.00 1589.41 K0+540.00 1589.46 K0+560.00 1589.50 K0+580.00 1589.54 K0+600.00 1589.59 K0+620.00 1589.63 K0+640.00 1589.67 K0+660.00 1589.72 K0+680.00 1589.76 K0+685.48 1589.80 K0+700.00 1589.89 K0+718.95 1590.02 K0+740.00 1590.15 K0+760.00 1590.28 K0+780.00 1590.41 K0+800.00 1590.54 K0+820.00 1590.68 K0+840.00 1590.81 K0+844.01 1590.83 K0+860.00 1590.94 K0+880.00 1591.07 K0+900.00 1591.20 K0+920.00 1591.33 K0+932.15 1591.41 K0+940.00 1591.46 K0+960.00 1591.59 K0+980.00 1591.72 K1+000.00 1591.85 K1+020.00 1591.98 K1+040.00 1592.11 K1+050.00 1592.18 K1+060.00 1592.24 K1+080.00 1592.37 K1+100.00 1592.50 K1+120.00 1592.66 K1+140.00 1592.87 K1+160.00 1593.11 K1+180.00 1593.35
K1+200.00 1593.59 K1+220.00 1593.83 K1+240.00 1594.06 K1+260.00 1594.30 K1+280.00 1594.54 K1+300.00 1594.78 K1+320.00 1595.01 K1+340.00 1595.20 K1+360.00 1595.34 K1+368.47 1595.38 K1+380.00 1595.44 K1+400.00 1595.54 K1+403.47 1595.56 K1+420.00 1595.64 K1+440.00 1595.74 K1+457.19 1595.83 K1+460.00 1595.84 K1+480.00 1595.94 K1+500.00 1596.04 K1+520.00 1596.14 K1+540.00 1596.24 K1+560.00 1596.34 K1+580.00 1596.44 K1+600.00 1596.54 K1+620.00 1596.64 K1+640.00 1596.74 K1+660.00 1596.84 K1+680.00 1596.94 K1+700.00 1597.04 K1+720.00 1597.14 K1+740.00 1597.24 K1+750.00 1597.29 K1+760.00 1597.34 K1+780.00 1597.44
路基设计表
桩 号 设计高程 挖方 填方 路基顶高程 1592.87 1593.11 1593.34 1593.58 1593.82 1594.06 1594.29 1594.48 1594.62 1594.66 1594.72 1594.82 1594.84 1594.92 1595.02 1595.11 1595.12 1595.22 1595.32 1595.42 1595.52 1595.62 1595.72 1595.82 1595.92 1596.02 1596.12 1596.22 1596.32 1596.42 1596.52 1596.57 1596.62 桩 号 设计高程 挖方 填方 路基顶高程
路基设计表
桩 号 设计高程 挖方 填方 路基顶高程 1502.07 1602.32 1602.57 1602.82 1603.10 1603.42 1603.78 1604.19 1604.62 1604.66 1605.06 1605.42 1605.49 1605.92 1606.35 1606.79 1607.02 1607.22 1607.65 1607.78 1608.09 1608.52 1608.95 1609.38 1609.82 1610.25 1610.68 1611.12 1611.55 1611.92 1612.21 桩 号 设计高程 挖方 填方 路基顶高程 1612.57 1612.47 1612.28 1612.03 1611.78 1611.53 1611.28 1611.03 1610.78 1610.53 1610.28 1610.03 1609.78 1609.53 1609.28 1609.19 1609.03 1608.79 1608.77 1608.63 1608.54 1608.53 1608.61 1608.64 1608.75 1608.91 1608.91 1609.07 1609.23 1609.38 1609.54 K2+400.00 1502.79 K2+420.00 1603.04 K2+440.00 1603.29 K2+460.00 1603.54 K2+480.00 1603.82 K2+500.00 1604.14 K2+520.00 1604.50 K2+540.00 1604.91 K2+560.00 1605.34 K2+561.63 1605.38 K2+580.00 1605.78 K2+596.63 1606.14 K2+600.00 1606.21 K2+620.00 1606.64 K2+640.00 1607.07 K2+660.00 1607.51 K2+670.82 1607.74 K2+680.00 1607.94 K2+700.00 1608.37 K2+705.82 1608.50 K2+720.00 1608.81 K2+740.00 1609.24 K2+760.00 1609.67 K2+780.00 1610.10 K2+800.00 1610.54 K2+820.00 1610.97 K2+840.00 1611.40 K2+860.00 1611.84 K2+880.00 1612.27 K2+900.00 1612.64 K2+920.00 1612.93 K3+000.00 1613.29 K3+020.00 1613.19 K3+040.00 1613.00 K3+060.00 1612.75 K3+080.00 1612.50 K3+100.00 1612.25 K3+120.00 1612.00 K3+140.00 1611.75 K3+160.00 1611.50 K3+180.00 1611.25 K3+200.00 1611.00 K3+220.00 1610.75 K3+240.00 1610.50 K3+260.00 1610.25 K3+280.00 1610.00 K3+287.18 1609.91 K3+300.00 1609.75 K3+320.00 1609.51 K3+322.18 1609.49 K3+340.00 1609.35 K3+360.00 1609.26 K3+380.00 1609.25 K3+400.00 1609.33 K3+405.51 1609.36 K3+420.00 1609.47 K3+440.00 1609.63 K3+440.51 1609.63 K3+460.00 1609.79 K3+480.00 1609.95 K3+500.00 1610.10 K3+520.00 1610.26
K1+973.50 1598.41 K1+980.00 1598.44 K2+000.00 1598.54 K2+008.50 1598.58 K2+020.00 1598.64 K2+040.00 1598.74 K2+060.00 1598.84 K2+080.00 1598.95 K2+100.00 1599.10 K2+120.00 1599.30 K2+140.00 1599.54 K2+160.00 1599.79 K2+180.00 1600.04 K2+200.00 1600.29 K2+220.00 1600.54 K2+240.00 1600.79 K2+260.00 1601.04 K2+280.00 1601.29 K2+300.00 1601.54 K2+320.00 1501.79 K2+340.00 1602.04 K2+360.00 1602.29 K2+380.00 1602.54 K2+400.00Βιβλιοθήκη Baidu1601.07
K1+800.00 1597.54 K1+820.00 1597.64 K1+840.00 1597.74 K1+860.00 1597.84 K1+865.49 1597.87 K1+880.00 1597.94 K1+900.00 1598.04 K1+920.00 K1+940.00 K1+960.00 #REF! #REF! #REF! 1597.15 1597.22 1597.32 #REF! #REF! #REF! 1597.69 1597.72 1597.82 1597.86 1597.92 1598.02 1598.12 1598.23 1598.38 1598.58 1598.82 1599.07 1599.32 1599.57 1599.82 1600.07 1600.32 1600.57 1600.82 1501.07 1601.32 1601.57 1601.82 1600.51
桩 号 设计高程 挖方 填方 路基顶高程 1587.80 1586.79 1587.04 1587.29 1587.51 1587.68 1587.80 1587.87 1587.92 1587.96 1588.00 1588.04 1588.05 1588.09 1588.13 1588.18 1588.22 1588.24 1588.26 1588.31 1588.32 1588.49 1588.35 1588.39 1588.44 1588.48 1588.52 1588.56 1588.61 1588.65 1588.69 1588.74 1588.78 1588.82 桩 号 设计高程 挖方 填方 路基顶高程 1588.87 1588.91 1588.95 1589.00 1589.04 1589.08 1589.17 1589.30 1589.43 1589.56 1589.69 1589.82 1589.96 1590.09 1590.11 1590.22 1590.35 1590.48 1590.61 1590.69 1590.74 1590.87 1591.00 1591.13 1591.26 1591.39 1591.46 1591.52 1591.65 1591.78 1591.94 1592.15 1592.39 1592.63 K0+000.00 1588.52 K0+020.00 1587.51 K0+040.00 1587.76 K0+060.00 1588.01 K0+080.00 1588.23 K0+100.00 1588.40 K0+120.00 1588.52 K0+140.00 1588.59 K0+160.00 1588.64 K0+180.00 1588.68 K0+200.00 1588.72 K0+215.70 1588.76 K0+220.00 1588.77 K0+240.00 1588.81 K0+260.00 1588.85 K0+280.00 1588.90 K0+300.00 1588.94 K0+310.90 1588.96 K0+320.00 1588.98 K0+340.00 1589.03 K0+345.90 1589.04 K0+350.00 1589.05 K0+360.00 1589.07 K0+380.00 1589.11 K0+400.00 1589.16 K0+420.00 1589.20 K0+440.00 1589.24 K0+460.00 1589.28 K0+480.00 1589.33 K0+500.00 1589.37 K0+520.00 1589.41 K0+540.00 1589.46 K0+560.00 1589.50 K0+580.00 1589.54 K0+600.00 1589.59 K0+620.00 1589.63 K0+640.00 1589.67 K0+660.00 1589.72 K0+680.00 1589.76 K0+685.48 1589.80 K0+700.00 1589.89 K0+718.95 1590.02 K0+740.00 1590.15 K0+760.00 1590.28 K0+780.00 1590.41 K0+800.00 1590.54 K0+820.00 1590.68 K0+840.00 1590.81 K0+844.01 1590.83 K0+860.00 1590.94 K0+880.00 1591.07 K0+900.00 1591.20 K0+920.00 1591.33 K0+932.15 1591.41 K0+940.00 1591.46 K0+960.00 1591.59 K0+980.00 1591.72 K1+000.00 1591.85 K1+020.00 1591.98 K1+040.00 1592.11 K1+050.00 1592.18 K1+060.00 1592.24 K1+080.00 1592.37 K1+100.00 1592.50 K1+120.00 1592.66 K1+140.00 1592.87 K1+160.00 1593.11 K1+180.00 1593.35
K1+200.00 1593.59 K1+220.00 1593.83 K1+240.00 1594.06 K1+260.00 1594.30 K1+280.00 1594.54 K1+300.00 1594.78 K1+320.00 1595.01 K1+340.00 1595.20 K1+360.00 1595.34 K1+368.47 1595.38 K1+380.00 1595.44 K1+400.00 1595.54 K1+403.47 1595.56 K1+420.00 1595.64 K1+440.00 1595.74 K1+457.19 1595.83 K1+460.00 1595.84 K1+480.00 1595.94 K1+500.00 1596.04 K1+520.00 1596.14 K1+540.00 1596.24 K1+560.00 1596.34 K1+580.00 1596.44 K1+600.00 1596.54 K1+620.00 1596.64 K1+640.00 1596.74 K1+660.00 1596.84 K1+680.00 1596.94 K1+700.00 1597.04 K1+720.00 1597.14 K1+740.00 1597.24 K1+750.00 1597.29 K1+760.00 1597.34 K1+780.00 1597.44
路基设计表
桩 号 设计高程 挖方 填方 路基顶高程 1592.87 1593.11 1593.34 1593.58 1593.82 1594.06 1594.29 1594.48 1594.62 1594.66 1594.72 1594.82 1594.84 1594.92 1595.02 1595.11 1595.12 1595.22 1595.32 1595.42 1595.52 1595.62 1595.72 1595.82 1595.92 1596.02 1596.12 1596.22 1596.32 1596.42 1596.52 1596.57 1596.62 桩 号 设计高程 挖方 填方 路基顶高程
路基设计表
桩 号 设计高程 挖方 填方 路基顶高程 1502.07 1602.32 1602.57 1602.82 1603.10 1603.42 1603.78 1604.19 1604.62 1604.66 1605.06 1605.42 1605.49 1605.92 1606.35 1606.79 1607.02 1607.22 1607.65 1607.78 1608.09 1608.52 1608.95 1609.38 1609.82 1610.25 1610.68 1611.12 1611.55 1611.92 1612.21 桩 号 设计高程 挖方 填方 路基顶高程 1612.57 1612.47 1612.28 1612.03 1611.78 1611.53 1611.28 1611.03 1610.78 1610.53 1610.28 1610.03 1609.78 1609.53 1609.28 1609.19 1609.03 1608.79 1608.77 1608.63 1608.54 1608.53 1608.61 1608.64 1608.75 1608.91 1608.91 1609.07 1609.23 1609.38 1609.54 K2+400.00 1502.79 K2+420.00 1603.04 K2+440.00 1603.29 K2+460.00 1603.54 K2+480.00 1603.82 K2+500.00 1604.14 K2+520.00 1604.50 K2+540.00 1604.91 K2+560.00 1605.34 K2+561.63 1605.38 K2+580.00 1605.78 K2+596.63 1606.14 K2+600.00 1606.21 K2+620.00 1606.64 K2+640.00 1607.07 K2+660.00 1607.51 K2+670.82 1607.74 K2+680.00 1607.94 K2+700.00 1608.37 K2+705.82 1608.50 K2+720.00 1608.81 K2+740.00 1609.24 K2+760.00 1609.67 K2+780.00 1610.10 K2+800.00 1610.54 K2+820.00 1610.97 K2+840.00 1611.40 K2+860.00 1611.84 K2+880.00 1612.27 K2+900.00 1612.64 K2+920.00 1612.93 K3+000.00 1613.29 K3+020.00 1613.19 K3+040.00 1613.00 K3+060.00 1612.75 K3+080.00 1612.50 K3+100.00 1612.25 K3+120.00 1612.00 K3+140.00 1611.75 K3+160.00 1611.50 K3+180.00 1611.25 K3+200.00 1611.00 K3+220.00 1610.75 K3+240.00 1610.50 K3+260.00 1610.25 K3+280.00 1610.00 K3+287.18 1609.91 K3+300.00 1609.75 K3+320.00 1609.51 K3+322.18 1609.49 K3+340.00 1609.35 K3+360.00 1609.26 K3+380.00 1609.25 K3+400.00 1609.33 K3+405.51 1609.36 K3+420.00 1609.47 K3+440.00 1609.63 K3+440.51 1609.63 K3+460.00 1609.79 K3+480.00 1609.95 K3+500.00 1610.10 K3+520.00 1610.26
K1+973.50 1598.41 K1+980.00 1598.44 K2+000.00 1598.54 K2+008.50 1598.58 K2+020.00 1598.64 K2+040.00 1598.74 K2+060.00 1598.84 K2+080.00 1598.95 K2+100.00 1599.10 K2+120.00 1599.30 K2+140.00 1599.54 K2+160.00 1599.79 K2+180.00 1600.04 K2+200.00 1600.29 K2+220.00 1600.54 K2+240.00 1600.79 K2+260.00 1601.04 K2+280.00 1601.29 K2+300.00 1601.54 K2+320.00 1501.79 K2+340.00 1602.04 K2+360.00 1602.29 K2+380.00 1602.54 K2+400.00Βιβλιοθήκη Baidu1601.07
K1+800.00 1597.54 K1+820.00 1597.64 K1+840.00 1597.74 K1+860.00 1597.84 K1+865.49 1597.87 K1+880.00 1597.94 K1+900.00 1598.04 K1+920.00 K1+940.00 K1+960.00 #REF! #REF! #REF! 1597.15 1597.22 1597.32 #REF! #REF! #REF! 1597.69 1597.72 1597.82 1597.86 1597.92 1598.02 1598.12 1598.23 1598.38 1598.58 1598.82 1599.07 1599.32 1599.57 1599.82 1600.07 1600.32 1600.57 1600.82 1501.07 1601.32 1601.57 1601.82 1600.51