桥台控制尺寸左幅右幅左幅右幅11.521.5327.04827.16127.47927.62845756570.380.191101110.6120.31301435152.5161.089171.2181.4191201211223235.2065.4035.6965.955243.9954.1464.3704.57025-37.50002616.318.221.324.4279.610.913.215.4285.25.76.37.0锥坡工程数量计算序号03路基控制边坡1:坡顶标高m坡底标高m24.0624.21台后计算长度(控制)构造片石护坡厚度m砂砾垫层厚度m几何控制耳墙控制边坡1:锥体平面夹角(右偏角、度)路基护坡长m基础顶宽m底宽m高度m外露宽度m外伸长度m一般取零肋台路基宽度m台前溜坡计算宽度(控制)耳墙长度m背墙高度m台帽高度m台帽宽度m台肋顶宽m肋厚m台肋底宽m肋数锥坡计算椭圆长轴m椭圆短轴m主轴旋转角度度锥坡总体积m3锥坡填土体积m3浆砌护坡体积m3291.51.61.82.0307.47.78.18.53136.741.950.358.43210.111.212.814.2332.63.03.54.0344.45.94.86.6351.31.81.52.0362.23.82.23.8锥坡计算砂砾垫层体积m3路基护坡浆砌护坡体积m3砂砾垫层体积m3浆砌片石基础体积m3浆砌片石基础体积m3溜坡计算溜坡填土体积m3浆砌护坡体积m3砂砾垫层体积m30桥台3桥台合计M7.5浆砌片石护坡31.938.370.2M7.5浆砌片石护脚42.844.487.2砂砾垫层9.011.020.0锥体、溜坡回填9.327.436.6桥台锥坡、护坡工程数量表工程项目单位工程数量m3