横坡度检查表

2009年9月21日桩 号k0+020k0+040k0+060k0+080k0+100k0+120k0+140k0+160k0+180k0+200k0+220k0+240k0+260k0+280k0+300k0+320k0+340k0+360k0+380k0+400k0+420左+7.5m实测高（m）路中心实测高（m）右+7.5m实测高（m）1356.8091356.8801356.9861357.0711357.1911357.2691357.3661357.4471357.5251357.6281357.6911357.7981357.8801357.9831358.0951358.1551358.2641358.3611358.4241358.5331358.6401356.9381357.0121357.1151357.2001357.3151357.3961357.4871357.5731357.6561357.7571357.8241357.9231358.0031358.1201358.2161358.2831358.3981358.4851358.5571358.6641358.7671356.7961356.8861356.9871357.0711357.1901357.2741357.3591357.4401357.5311357.6321357.7011357.7951357.8711357.9981358.0931358.1561358.2741358.3561358.4301358.5311358.639左幅横坡度（%）设计实测偏差1.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.721.761.721.721.651.691.611.681.751.721.771.671.641.831.611.711.791.651.771.751.690.220.260.220.220.150.190.110.180.250.220.270.170.140.330.110.210.290.150.270.250.19共2页 第1页右幅横坡度（%）设计实测偏差1.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.501.891.681.711.721.671.631.711.771.671.671.641.711.761.631.641.691.651.721.691.771.710.390.180.210.220.170.130.210.270.170.170.140.210.260.130.140.190.150.220.190.270.21技术负责： 校核： 测量：路床横坡度检查表

2009年9月21日桩 号k0+440k0+460k0+480k0+500k0+520k0+540k0+560k0+580k0+600k0+620k0+640k0+660左+7.5m实测高（m）路中心实测高（m）右+7.5m实测高（m）1358.7171358.8051358.8971358.9841359.0951359.1811359.2431359.3371359.4541359.5391359.6151359.7271358.8451358.9341359.0351359.1121359.2171359.3091359.3691359.4681359.5781359.6771359.7461359.8581358.7211358.8051358.9141358.9881359.0851359.1801359.2371359.3311359.4491359.5471359.6171359.724左幅横坡度（%）设计实测偏差1.501.501.501.501.501.501.501.501.501.501.501.501.711.721.841.711.631.711.681.751.651.841.751.750.210.220.340.210.130.210.180.250.150.340.250.25共2页 第2页右幅横坡度（%）设计实测偏差1.501.501.501.501.501.501.501.501.501.501.501.501.651.721.611.651.761.721.761.831.721.731.721.790.150.220.110.150.260.220.260.330.220.230.220.29技术负责： 校核： 测量：