动态测量

起始纵坡终止纵坡竖曲线半径超高长度曲线半径超高横坡加宽宽度1400变坡点桩号变坡点高程Ls10.000置站点后视点初始距离后视点名称后视点高程Ls20.000XJⅢ-04XJⅢ-033133.089后视读数视线高程序号位置中视读数实测高程设计高程1左20米2右20米3右40米4左20米5右20米6右40米7左20米8右20米25810.96225776.76526003.23026133.43944-35-0326106.00730414.84642-00-4530385.734公路工程动态测量施工放样表25667.65025628.36325576.42628861.84229026.888高速公路施工放样示例路基平面放样昆明万达计算机软件工作室深路堑坡顶线30013.30330034.05230345.48033-24-2338-42-1946-16-39交点坐标总偏角（左转）57°31'54”Y坐标X坐标放样方位角25471.302729789.2851280°49'48”初始方位角桩号范围工程名称放样交点桩号K7+240.435曲线起始方位角100°49'48”施工单位测量部位25471.302729789.285126060.00026712.000放样距离940.648282-02-54940.648缓和曲线长度28869.358279-36-42277-51-02769.610406.882391.431769.610891.165891.165计算：测量：复核：监理工程师：桩号K6+300K6+300K6+471.865K7+500K7+500K7+877.629K8+000K8+000填挖值公路工程动态测量施工放样表计算：测量：复核：监理工程师：起始纵坡终止纵坡竖曲线半径超高长度曲线半径超高横坡加宽宽度1400变坡点桩号变坡点高程Ls10.000置站点后视点初始距离后视点名称后视点高程Ls20.000XJⅢ-04XJⅢ-033133.089后视读数视线高程序号位置中视读数实测高程设计高程填挖值1左20米2右20米3右40米4左20米5右20米6右40米7左20米8右20米计算：测量：复核：监理工程师：桩号K6+300K6+300K6+471.865K7+500K7+500K7+877.629K8+000K8+000769.610391.431406.882769.610891.165891.165桩号范围工程名称放样距离940.648282-02-54940.648施工单位测量部位25471.302729789.285126060.00026712.000放样交点桩号K7+240.435曲线起始方位角100°49'48”缓和曲线长度57°31'54”Y坐标X坐标放样方位角25471.302729789.2851280°49'48”初始方位角29904.02429872.11830035.511162-57-1729026.888高速公路施工放样示例路基平面放样昆明万达计算机软件工作室深路堑坡顶线28869.358279-36-42277-51-02交点坐标总偏角（右转）168-15-13161-20-2725097.06625072.94224742.144公路工程动态测量施工放样表25667.65025628.36325576.42628861.84224650.522159-38-5124635.77230099.226157-04-3330136.407