道路测设大师文件.docx

道路测设大师文件400----------导线平差----------[计算方案]导线类型:0概算:0坐标系:0Y含500:0边长归算:0边长归算高程面:0.000000近似平差反算:1显示改正后坐标增量:1角度改正前坐标闭合差:1严密平差:1验后方差定权:0测角中误差:5.000000测距类型:0测距A值:5.000000测距B值:5.000000平面等级:2方位角闭合差限差:10.000000导线全长闭合差限差:15000高程等级:2高程闭合差限差:20.000000高程类型:0水准定权:0高程距离单位:0坐标导线闭合差分配方式:1已知点类型:2未知点类型:1椭圆比例:0.500000角度取位:0距离取位:3坐标取位:3高差取位:3高程取位:3上方行数:1下方行数:1签署栏:工程名称：,,等级：,,,,,,,计算者：,校核者：,日期：[计算方案结束][数据][数据结束]--------------------------------------全线测设----------[项目设置]桩号间隔:25.000000桩号递增方式:0桩号允许偏差:0.001000图形实时更新:1回旋线计算精度:0.000100回旋线模拟步长:1.000000自动确定步长:0是否冠号:0冠号为:A按断链依次冠号:1加桩列入逐桩坐标表:0平面数据类型:1起点方位角:32.3648000000起点坐标X:120450.236000起点坐标Y:568442.368000起点桩号:0.000000道路类型:1人行道高度:0.150000板块名称:左土路肩,左硬路肩,,左行车道,,,右行车道,,右硬路肩,右土路肩板块设置:1,0,0,1,0,0,1,0,0,1板块显示:1,0,0,1,0,0,1,0,0,1加宽过渡方式:0超高过渡方式:0超高旋转轴位置:0超高旋转轴距中线:0.000000角度取位:0距离取位:3坐标取位:3高程取位:3桩号取位:3坡度取位:3土石方取位:1上方行数:1下方行数:1签署栏:　　　公路　　　段,,第 页 共 页,,,,,,,计算者：,校核者：,日期：计算指定区间:0区间起点桩号:1236.868000区间终点桩号:2413.658000直曲表类型:2路基表类型:1逐桩表类型:1路基表显示:183逐桩表显示:255纵断面显示:202竖曲线精确计算:0纵断面路基比路面低:0.000000纵断面纵横比:5.000000纵断面标尺精度:2纵断面图栏目:0,1,1,1,1,1,1,1分页纸张类型:3分页纸宽:420.000000分页纸高:297.000000分页边距:10.000000[项目设置结束][断链数据][断链数据结束][交点数据][交点数据结束][线元数据]1236.868,,直线1368.164,,缓右转1468.164,200,圆右转1604.687,200,缓右转1744.687,300,圆右转1936.358,300,缓右转2016.358,,缓左转2096.358,150,圆左转2236.459,150,缓左转2296.459,,直线2413.658,,[线元数据结束][纵断面地面线数据]1236.868,360.2361300,362.3241440,374.8261480,375.6381520,373.3261650,361.2381700,359.6321740,360.231800,362.4672000,373.6542100,375.3262180,374.6872300,360.3262380,353.6872413.658,352.468[纵断面地面线数据结束][纵断面设计数据]1236.868,362.368,1465.356,372.329325,362.348,2846373,372.344367,371.896658,358.624,[纵断面设计数据结束][路宽数据]1236.868,0.75,,,3,,,3,,,0.751368.164,,,,3,,,3,,,1468.164,,,,3,,,3.8,,,1604.687,,,,3,,,3.8,,,1744.687,,,,3,,,3,,,2016.358,,,,3,,,3,,,2096.358,,,,4,,,3,,,2236.459,,,,4,,,3,,,2296.459,,,,3,,,3,,,2413.658,,,,3,,,3,,,[路宽数据结束][横坡数据]1236.868,-3.0,,,-2.0,,,-2.0,,,-3.01368.164,-3.0,,,-2.0,,,-2.0,,,-3.01412.608,-3.0,,,2.0,,,-2.0,,,-3