贵州省三穗至黎平高速公路
三角高程路线高差计算表
施工单位：中交第二航务工程局有限公司 合同号：T15监理单位：山西交科公路工程咨询监理有限公司 第 1 页 共 1 页测站点观测点h′=Dtg往返测高竖直角(α)平距(D)仪器高(i)仪器高(L)高 差(h)平均高差差较差测站点观测点α(m)(m)(m)(m)°′″（mm)TE210TE211-3 18 40.2250.3483-14.4841.3871.456-14.5530-14.55-2.0TE2103 19 16.4250.348314.5281.3711.34814.5510TE211212-1-2 52 8.3577.1249-28.92261.3711.370-28.9216-28.92-2.1TE2112 51 38.7577.124928.83951.4231.34328.9195212-1213-10 37 42.3885.66049.71421.4231.4009.73729.738.2212-10 37 28.8885.6354-9.6561.4721.545-9.7290213-1214-11 19 6.2371.74378.55541.4721.6268.40148.402.4213-1-1 17 9.5371.7405-8.3451.4721.526-8.3990214-1213-20 41 19.3712.6234-8.56621.4721.464-8.5582-8.563.2214-10 42 21.9712.62168.78241.3931.6148.5614213-2213-3-1 29 36.3405.3914-10.5691.3931.594-10.7700-10.771.0213-21 31 38.9405.388210.811.5001.53910.7710213-3212-20 10 38.2726.98332.24941.5001.6702.07942.09-16.0213-30 9 8.6726.9853-1.93341.4591.621-2.0954212-2TE2112 41 37.4597.152128.09531.4591.51328.041328.047.5212-2-2 40 13.3597.1606-27.85181.3851.567-28.0338TE211TE2103 21 16.7250.315414.67261.3851.50514.552614.552.4TE210TE211-3 20 47.6250.3154-14.63721.4321.345-14.5502计算：复核：监理工程师：日期：平距中数(D)m250.3483577.1249885.6479371.7421712.6225405.3898726.9843597.1564250.3154
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