福银高速十天联络线定测检测报告

1、福银高速十天联络线定测技术总负责：刘国建 外业负责人：王尧 内业负责人：李小强写：李小强 核：刘国建武汉伽利勘察设计有限责任公司2009年10月15日1 任务来源及工程概况2自检依据2.1勘测规范2.2定测要求3成果检测3.1自检成果3.3.2互检成果204结论1 任务来源及工程概况受湖北省交通规划设计院委托，武汉伽利勘察设计有限责任公 司承担了福银高速十天联络线定测任务。该项目：主线 60KM，互通4处，服务区1处，桥梁与隧道较多。此联络线地处湖北西北部，属鄂西北中山一低山区。区域山丘顶部浑圆，局部由于较强烈的切割而显陡峻。沿线沟谷纵横，地形起伏较大，一般相对高差40 400米,所经区域海拔

2、在150 600米之间，属于山岭重丘地形。由于封山育林，山上林木高大茂密，且夹杂大量荆棘，以及其他 灌木，给定测带来很大不便。时值八、九月份，山中有害昆虫奇多, 恰逢山区雨水季节，时有阵雨，山涧涨水，给测量工作带来很大困难。2自检依据2.1勘测规范根据2007年7月1日新颁布的公路勘测规范（JTJ C10-2007）和公路勘测细则（JTG/T C10-2007）以及其他相关测量规范，检查要求如下:1、中桩平面桩位精度公路等级中桩位置中误差（cm）桩位检测之差（cm ）平原、微丘重丘、山岭平原、微丘重丘、山岭高速、一、二级公路<±10<10<20三级及以下公路<

3、±10<±15<20<302、中桩高程测量精度公路等级闭合差（mm ）两次测量之差（cm ）高速、一、二级公路<30 VL<53、横断面检测互差限差公路等级距离（m）高差（m）高速、一、二级公路<1/100+0.1<h/100+L/200+0.1三级及三级以下公路WL/50+0.1<h/50+L/100+0.1三级及三级以下公路<50 vL地形图测量，依据公路勘测规范的相关规定，对地物点数据的采集精度要求如下:4、图上地物点的点位中误差重要地物（mm ）一般地物（mm ）水下地物（mm ）1 : 5001: 10001

4、: 2000<±).6<±).8<±>.0<±1.2<±1.0表2等高线插值的高程中误差地形类别平原微丘重丘山岭水下高程中误差< (1/3 )< (1/2 )< (2/3 )WHd<1.2HdHdHdHd表3地形图上高程注记点的间距比例尺1:5001:10001:20001:5000高程点注记间距<15<30<50<100基本等高距为0.5m时，高程点注记应注到0.01m ;基本等高距大于0.5m时，可注记至0.1m。2.2定测要求1、中桩敷设与高程测量坐标系与

5、路线控制网坐标系相同， 线路控制测量成果为第三勘测设计室提供。2、洞口前、后各30米，中桩按5米敷设。横断面左、右各宽60-100 米。3、线路中桩按20米敷设，在路线应设加桩的位置根据规范要求确定。JTG4、高程测量采用三角高程，其精度满足公路勘测规范（C10-2007 ）的要求。5、断面成果整理设计室要求的格式。6、绘图软件为南方 CASS6.1 。3成果检测3.1自检成果10个测量工作组在外业测量工作结束后，即组织了相关人员对外业测量成果进行自检工作，抽查一定数量的中线与断面数据展绘到地图上。到实地进行地形查看、比对以及对中线点进行测量对比的自我 检查。抽查量达到30%以上。332互检成

6、果1、互检组对已放中桩重新测量坐标与高程，和原成果进行比较，抽测结果如下:K0+760 K0+800 中桩检查表桩号X坐标Y坐标H高程检查X检查丫检查HHYK0+763621840524599.333.273621840524599.333.27-0.020.04-0.00083.179474YK0+763621838524595.335.403621838524595.335.39-0.02-0.000.0175.4138.413123YK0+773621836524590.336.583621836524590.336.600.047-0.06-0.010.7427.649699YK0+7

7、73621834524585.337.193621834524585.337.25-0.020.016-0.065.8771.87513YK0+783621833524581.337.373621833524581.337.380.027-0.04-0.01011715811YK0+783621831524576.337.713621831524576.337.720.0350.001-0.005.3385.33849YK0+793621829524571.339.503621829524571.339.56-0.01-0.05-0.050.6694.6751160.2451.243YK3+2

8、33620508522527.372.263620508522527.372.33-0.03-0.04-0.065.4283.43377YK0+793621827524566.340.193621827524566.340.18-0.02-0.00 0.012.899.999YK0+803621826524562.342.513621826524562.342.500.0350.0360.0133127桩号X坐标Y坐标YK3+213620522522548.306YK3+213620519522543.594YK3+223620516522539.878YK3+223620512522533.

9、893YK3+233620511522531.YK3+243620505522523.YK3+210H高程YK3+910 中桩检查表检查X检查丫H364.863620522522548.364.830.044-0.050.027.312365.253620519522544.365.23-0.00-0.060.024.501365.393620516522539.365.42-0.000.027-0.03.875368.993620512522533.369.020.0310.01-0.03.892369.603620511374.763620505522531.522523.369.5837

10、4.740.0250.0180.021-0.01-0.010.0250.6127.7142250.2712.2687K9+013616860518230.274.253616860518230.274.31-0.00-0.02-0.059.2589.265466YK3+903620151521960.382.453620151521960.382.490.0050.015-0.03.441.4YK3+913620148521956.384.893620149521955.384.88-0.06 0.0210.01.90299桩号X坐标Y坐标K8+923616908518311.6K8+9536

11、16893518285.523K8+953616892518282.66K8+973616883518268.309K9+003616870518246.K8+925H高程K9+100 中桩检查表检查X检查丫288.713616908518311.288.75-0.02-0.04-0.03.721274.493616893518285.274.54-0.030.038-0.04.619272.833616892518282.272.870.001-0.02-0.0468273.153616883518268.273.22-0.02-0.01-0.06.311272.90361687051824

12、6.272.870.0430.0220.025K9+023616857518225.272.873616857518225.272.880.0110.014-0.018.336.4414464YK14+473616431512904.282.393616431512904.282.45-0.05-0.04-0.053.7588.763486.152.1K9+053616844518204.278.573616843518204.278.590.016-0.06-0.01.927K9+073616830518183290.893616830518183.290.860.002-0.010.03.

13、9.901K9+103616817518161.298.573616817518161.298.600.016-0.03-0.03.764.767桩号X坐标Y坐标YK14+453616427512919.703YK14+463616429512914.YK14+463616430512909.YK14+473616433512899.YK14+458H高程YK14+478 中桩检查表检查X277.313616427.7279.143616429280.683616430285.023616433检查丫 检查H 512919512914.19512909.512899.277.33279.092

14、80.72-0.06-0.02-0.06285.020.048H0.0290.005-0.04-0.01-0.010.046-0.040.0088768789桩号X坐标Y坐标YK21+323619374506793.178YK21+323619373506793YK21+333619375506783.6YK21+333619376506778.485YK21+343619377506772.291YK21+343619377506769.802桩号X坐标Y坐标YK29+343619245498943.YK21+324H高程221.50218.92214.15210.31206.51203.7

15、0YK29+340H高程290.26YK21+349 中桩检查表检查X检查丫检查H<3619374506793.221.54-0.050.01-0.03.2773619373506793.218.97-0.05-0.02-0.05.1023619375506783.214.12-0.01-0.050.036.6863619376506778.210.29-0.040.0420.025.4813619377506772.206.550.0070.003-0.04.23619377506769.203.72-0.00-0.02-0.02.804YK29+360 中桩检查表检查X3619245

16、检查丫 检查H498943.290.27<0.003-0.00-0.00K43+525K43+580 中桩检查表YK29+343619244498938.290.803619244498938.290.82-0.060.046-0.01.4.416YK29+353619243498933.291.693619243498933.291.72-0.000.036-0.03.721.718YK29+353619242498928.293.753619242498928.293.790.038-0.01-0.04.932.933YK29+363619242498923.294.58361924

17、2498923.294.56-0.05-0.050.023.328.333K36+905K36+950 中桩检查表桩号X坐标Y坐标H高程检查X检查丫检查HK36+903619187491631.311.193619187491631.311.230.012-0.05-0.04586291371K36+923619182491617.312.433619182491617.312.410.014-0.010.020.5486.5564K36+933619178491604.312.213619178491604.312.270.0080.027-0.064.6135.6161K36+953619

18、174491588.320.473619174491588.320.44-0.06-0.060.030.3693.375317桩号X坐标Y坐标H高程检查X检查丫检查HHK43+523619718485155.332.613619718485155.332.63-0.040.03-0.025.4413.43841K43+543619723485141.331.243619723485141.331.31-0.02-0.00-0.070.7372.737248K43+563619730485122.329.563619730485122.329.520.0090.0450.0330.661.657

19、7K43+583619737485103.327.223619737485103.327.28-0.00-0.02-0.050.6885.69315桩号X坐标Y坐标YK58+103624428471824.39YK58+123624422471805.329YK58+143624416471786.508YK58+163624410471767.YK58+100H高程364.33366.84366.32366.34YK58+180 中桩检查表检查X检查丫检查H<43624428471824.364.39-0.03-0.06-0.06.1453624422471805.366.87-0.0

20、6-0.05-0.03.4343624416471786.366.28-0.02-0.040.045.6123624410471767.366.39-0.04-0.05-0.050.8011.9067176桩号X坐标Y坐标H高程检查X检查丫检查HX丫HZK58+003624436471918.390.063624436471918.390.04-0.01-0.050.0260.3328.337223ZK58+023624429471899.378.593624430471899.378.59-0.02-0.05-0.000.943496426ZK58+043624423471880.359.8

21、33624423471880.359.86-0.030-0.020.4433.543118ZK58+063624417471861.359.723624417471861.359.75-0.020.029-0.030.3452.342937ZK58+083624411471842.360.613624411471842.360.580.041-0.040.0330.1439.14867YK58+183624405471747.366.383624405471747.366.43-0.03-0.05-0.0571.177ZK58+000ZK58+080 中桩检查表1: 500 地2、地形图碎部点

22、检查：由于部分横断面成果是在实测的形图上展绘读区取的，故检查组也在实地测量部分碎部点， 展绘在地形图上，比较该点高程差别。碎部点比较表序号X坐标Y坐标211362408473324.362410473320.362406473335.362408473346.362410473340.362411473332.362412473306.362427473074.362428473068.362430473066.362428473095.320.17324.42319.51332.27335.8335.35322.22326.78330.45337.6337.74320.27324.54319

23、.55332.18335.83335.21322.14326.85330.48337.63337.78-0.103-0.121-0.040.084-0.0350.1320.072-0.073-0.035-0.033-0.0421099212362430473093.345.96346.07-0.11913362029483883.322.7322.84-0.1414361947506431.207.83207.87-0.04615361943506423.195.35195.280.06216361940506420.205.34205.300.03317361945506428198.491

24、98.55-0.06218361945506408.206.14206.18-0.04319361940505123.196.89196.780.10120361942505139.194.56194.62-0.06721361943505163.191.89192.02-0.13569522361939505145.188.48188.49-0.013223361938505112.197.71197.76-0.0524361940505104.207.63207.550.07225361943505116.204.17204.030.13126361939505085.213.38213.

25、4-0.0227361936504973.192.93192.840.08428361937504966.196.6196.490.10229361638513123.252.51252.420.08630361635513108.244.52244.66-0.14631361633513082.251.39251.350.03932361636513079262.43262.350.08433361637513082.267.07267.10-0.03991934361639513086.269.38269.260.11835361639513036.258.8258.87-0.07436361640513046.269.25269.39-0.14137361636513044.258.47258.450.01538361637513036.255254.890.10539361641513037271.56271.67-0.11840361642513023.