序号里程ZK60+768ZK60+774ZK60+776K60+772.45K60+769.06K60+776.473K60+767.605K60+767.615K60+767.566K60+776.277K60+766.233K60+766.263K60+766.309K60+766.302偏距-5.954距圆心高差1049.8981042.1936.455实测高程设计高程隧道超欠挖计算表设计半径6.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.406.40实测R6.4586.5016.5616.4156.5126.5196.5496.5226.6046.5616.6236.6316.6476.6406.5016.5076.3326.4096.4566.5566.4476.3716.3526.3266.3766.4226.4396.4036.3486.4286.419超欠0.0580.1010.1610.0150.1120.1190.1490.1220.2040.1610.2230.2310.2470.2400.1010.107-0.0680.0090.0560.1560.047-0.029-0.048-0.074-0.0240.0220.0390.003-0.0520.0280.019#######1047.7791042.2114.3180.202-2.008-10.584-10.561-10.457-5.708-0.6030.598-0.758-5.762-9.927-10.8341046.2271042.2171048.6811047.8451042.2212.765.211042.2314.3641047.85671042.2084.39871048.03671042.2344.55271050.00551042.2346.52151047.62241042.2354.13741045.11621042.2091.65721047.84151042.2384.35351050.11941042.2386.63141048.65941042.2385.17141047.75811042.2384.27011048.1671042.2314.6861047.4931042.2384.0051047.17511039.5946.33111047.26111039.6026.40911047.31271039.6076.45571047.41041039.6056.55541047.2851039.588ZK60+769ZK60+776K60+786.332K60+778.963K60+767.34K60+756.951K60+741.139K60+741.105K60+786.309K60+779.031K60+786.314K60+767.313K60+779.007K60+654.79K60+644.673K60+623.779K60+654.815-1.244-0.6225.845.685.785.705.8111.311011.243711.29740.11770.29670.1517-5.75-5.77-5.71-11.40366.4471043.94661039.5883.10861044.03411039.5953.18911043.89221039.6023.04021043.83411039.5952.98911044.24831039.6073.39131044.03291039.6023.18091049.79161042.1396.40261049.691042.0926.3481049.65181041.9746.42781046.42811042.1393.0391 计算：复核： 日期：
序号里程K60+623.787K60+644.565K60+623.789K60+644.567K60+654.78K60+613.379K60+613.335K60+759.254K60+759.313K60+759.445K60+759.478K60+759.457K60+759.386K60+759.448K60+759.407K60+759.37K60+759.493距圆心高差-11.45001045.99451041.9742.7705偏距实测高程设计高程-11.62210.05620.2038-0.1339-5.8096-11.474712.33212.265812.05311.836711.42711.298311.07010.862110.65710.1827隧道超欠挖计算表设计半径6.406.406.406.406.406.406.406.356.356.356.356.356.356.356.356.356.35实测R6.3386.4156.3816.4036.3876.4156.3536.5856.5456.4766.4586.3956.3796.3626.3436.3386.296超欠-0.0620.015-0.0190.003-0.0130.015-0.0470.2350.1950.1260.1080.0450.0290.012-0.007-0.012-0.0541045.92441042.0912.58341045.86971041.9742.64571045.69561042.0912.35461046.43171042.1393.04271049.56951041.9056.41451045.90941041.9042.75541043.30681042.255-0.19821044.12011042.2550.61511044.99371042.2541.48971045.66261042.2542.15861046.4481042.2542.9441046.65211042.2543.14811046.99311042.2543.48911047.25821042.2543.75421047.51491042.2544.01091047.97561042.2544.4716 计算：复核： 日期：
围岩类别复核： 日期：
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