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1、附表z自河特大橋承臺工程量統計墩承臺加臺臺底臺頂長寬高長寬高總方量號方量方量高程高程（皿）(m)(m)（時（時（時Ott 9.112.5 5 568.75 881.19886.19 568.75ltt 14.6 10.6 3 464.28 11.3 6 67.8 873.31 877.31 532.08 2tt 18.6 14.6 3.5 950.46 15 10 2 300 847.38852.88 1250.46 3tt 18.6 14.6 3 814.68 16.3 11.2 2 365.12824.3 829.31179.8 4tt 18.6 14.6 3 814.68 16.3 112、.2 2 365.12823.73828.731179.8 5tt 18.6 14.6 3 814.68 16.3 11.2 2 365.12822.66 827.66 1179.8 6得18.6 14.6 3 814.68 16.3 11.2 2 365.12822.59827.59 1179.8 7tt 18.6 14.6 3 814.68 16.3 11.2 2 365.12822.01 827.01 1179.8 8tt 18.6 14.6 3 814.68 16.3 11.2 2 365.12821.94 826.94 1179.8 9tt 18.6 14.6 3 814.68 163、.3 11.2 2 365.12822.37827.37 1179.8 10樣18.6 14.6 3 814.68 16.3 11.2 2 365.12821.8 826.8 1179.8 11樣18.6 14.6 3 814.68 16.3 11.2 2 365.12821.22 826.22 1179.8 12tt 18.6 14.6 3 814.68 16.3 11.2 2 365.12820.65 825.65 1179.8 13i+18.6 14.6 3 814.68 16.3 11.2 2 365.12818.58823.58 1179.8 14i+18.6 14.6 3 814.4、68 16.3 11.2 2 365.12820.01 825.01 1179.8 15i+18.6 14.6 3 814.68 16.3 11.2 2 365.12819.93 824.93 1179.8 16樣18.6 14.6 3 814.68 16.3 11.2 2 365.12819.36824.36 1179.8 17i+18.6 14.6 3 814.68 16.3 11.2 2 365.12818.79 823.79 1179.8 18tt 18.6 14.6 3 814.68 16.3 11.2 2 365.12818.72823.72 1179.8 19i+18.6 14.5、6 3 814.68 16.3 11.2 2 365.12818.64 823.64 1179.8 20i+18.6 14.6 3 814.68 16.3 11.2 2 365.12818.07 823.07 1179.8 21i+18.6 14.6 3 814.68 16.3 11.2 2 365.12818 823 1179.8 22樣18.6 14.6 3 814.68 16.3 11.2 2 365.12817.93 822.93 1179.8 23i+18.6 14.6 3 814.68 16.3 11.2 2 365.12817.35822.35 1179.8 24i+18.6 14.6 3 814.68 16.3 11.2 2 365.12816.79821.79 1179.8 25i+18.6 14.6 3 814.68 16.3 11.2 2 365.12816.92 821.92 1179.8 26i+18.6 14.6 3 814.68 16.3 11.2 2 365.12817.25 822.25 1179.8 27i+28tt 29i+