水泥高架橋左幅第十三聯(lián)防撞墻模板驗(yàn)收

1、CL-02施貴州省公路工程建設(shè)項(xiàng)目六盤水市機(jī)場(chǎng)高速公路工程名稱水泥高架橋施工時(shí)間樁號(hào)及部位左幅第十二聯(lián)防撞墻模板驗(yàn)收測(cè)疑時(shí)間測(cè)點(diǎn)樁號(hào)設(shè)計(jì)坐標(biāo)實(shí)測(cè)坐標(biāo)設(shè)計(jì)高程(m)實(shí)測(cè)高程(m)XYXYAXAY高程K5+720.700(-0.01)2940747.196493284.9562940747.198493284.9562011818.6921818.693K5+720.700(-12.2)2940749.137493272.9222940749.139493272.9232111818.5671818.568K5+740.700(-0.01)2940766.914493288.3072940766.

2、916493288.3082101818.5241818.524K5+740.700(-12.2)2940769.057493276.3072940769.057493276.3070021818.3991818.401K5+760.700(-0.01)2940786.572493291.9892940786.573493291.9911221818.3551818.357K5+760.700(-12.2)2940788.917493280.0272940788.919493280.0282101818.2301818.230K5+780.700(-0.01)2940806.165493296

3、.0022940806.167493296.0042211818.1861818.187K5+780.700(-12.2)2940808.711493284.0802940808.712493284.081111181&0611818.062K5+800.700(-0.01)2940825.688493300.3442940825.688493300.3440001818.0171818.017K5+800.700(-12.2)2940828.434493288.4672940828.434493288.4670011817.8921817.893測(cè)站點(diǎn) A 坐標(biāo)X= 2943488.

4、891Y=495926.866全站儀型號(hào)TS06后視點(diǎn) B 坐標(biāo)Xb=2943574.571Yb=495984.372后視點(diǎn) C 坐標(biāo)Xc=2943574.571Yc=495984.372距離AB=1O3.189AC=1O3.189監(jiān)理單位：貴州三力建設(shè)監(jiān)理有限責(zé)任公司 承包單位：葛洲壩集團(tuán)第二工程有限公司工放線測(cè)量記錄表編號(hào)：合同號(hào)：JTSG-2012-01測(cè)量：記錄(計(jì)算)：復(fù)核：測(cè)量監(jiān)理工程師注：如測(cè)站點(diǎn)A為已知點(diǎn)，則A點(diǎn)為C點(diǎn)，如測(cè)站點(diǎn)A為未知點(diǎn)即采用交會(huì)法測(cè)量時(shí)，則用上表中的圖式、數(shù)據(jù)與方法。CL-02六盤水市機(jī)場(chǎng)高速公路施監(jiān)理單位：貴州三力建設(shè)監(jiān)理有限責(zé)任公司承包單位：葛洲壩集團(tuán)第

5、二工程有限公司貴州省公路工程建設(shè)項(xiàng)目工程名稱水泥高架橋施工時(shí)間樁號(hào)及部位左幅第十二聯(lián)防撞墻模板驗(yàn)收測(cè)疑時(shí)間測(cè)點(diǎn)樁號(hào)設(shè)計(jì)坐標(biāo)實(shí)測(cè)坐標(biāo)設(shè)計(jì)高程(m)實(shí)測(cè)高程(m)XYXYAXAY高程K5+820.700(-0.01)2940845.135493305.0142940845.135493305.0150111817.8481817.849K5+820.700(-12.2)2940848.081493293.1852940848.081493293.1870201817.7231817.723K5+840.700(-0.01)2940864.500493310.0112940864.502493310

6、.0122111817.6801817.681K5+840.700(-12.2)2940867.645493298.2342940867.646493298.2341011817.5551817.556K5+860.700(-0.01)2940883.779493315.3332940883.779493315.3330011817.5111817.512K5+860.700(-12.2)2940887.122493303.6112940887.123493303.6131201817.3861817.386K5+880.700(-0.01)2940902.966493320.98029409

7、02.968493320.9812101817.3421817.342K5+880.700(-12.2)2940906.505493309.3152940906.506493309.3171211817.2171817.218*測(cè)站點(diǎn) A 坐標(biāo)X= 2943488.891Y=495926.866全站儀型號(hào)TS06后視點(diǎn) B 坐標(biāo)Xb=2943574.571Yb=495984.372后視點(diǎn) C 坐標(biāo)Xc=2943574.571Yc=495984.372距離AB=1O3.189AC=1O3.189測(cè)量：記錄(計(jì)算)：復(fù)核：測(cè)量監(jiān)理工程師注：如測(cè)站點(diǎn)A為已知點(diǎn)，則A點(diǎn)為C點(diǎn)，如測(cè)站點(diǎn)A為未知點(diǎn)即采用

8、交會(huì)法測(cè)量時(shí)，則用上表中的圖式、數(shù)據(jù)與方法。工放線測(cè)量記錄表編號(hào)：合同號(hào)：JTSG-2012-01貴州省公路工程建設(shè)項(xiàng)目CL-03六盤水市機(jī)場(chǎng)高速公路水準(zhǔn)測(cè)I量I記錄表監(jiān)理單位：貴州三力建設(shè)監(jiān)理有限責(zé)任公司編號(hào)：承包單位：葛洲壩集團(tuán)第二，程有限公司合同號(hào)：JTSG-2012-01工程名稱水泥高架橋施工時(shí)間樁號(hào)及部位左幅第十三聯(lián)防撞墻模板驗(yàn)收測(cè)量時(shí)間測(cè)量點(diǎn)水準(zhǔn)尺讀數(shù)儀器高實(shí)測(cè)高程設(shè)計(jì)高程差值備注后視N0291441824.6711823.527ZD11.6573.5421822.786ZD20.8674.3341819.319K5+720.700(-0.01)0.6261818.693K5+72

9、0.700G12.2)0.751 &568K5+740.700(-0.01)0.7951818.524K5+740.700(-12.2)0.918181&401K5+760.700(-0.01)0.962181&357K5+760.700(-12.2)1.0891818.230K5+780.700(-0.01)1.132&187K5+780.700(-12.2)1.257 &062K5+800.700(-0.01)1.3021818.017K5+800.700(-12.2)1.4261817.893K5+820.700(-0.01)1.4701817.8

10、49K5+820.700(-12.2)1.5961817.723K5+840.700(-0.01)1.6381817.681K5+840.700(-12.2)1.7631817.556K5+860.700(-0.01)1.8071817.512K5+860.700(-12.2)1.9331817.386K5+880.700(-0.01)1.9771817.342K5+880.700(-12.2)2.1011817.218ZD32.6792.5201819.478閉合差：允許誤差：水準(zhǔn)測(cè) 監(jiān)理單位：貴州三力建設(shè)監(jiān)理有限責(zé)任公司 承包單位：葛洲壩集團(tuán)第二工程有限公司記錄表編號(hào)：合同號(hào)：JTSG-2012-01&工程名稱水泥高架橋施工時(shí)間樁號(hào)及部位左幅第十三