变更后桥面标高及支座垫石标高与设计标高对照表1

桩号设计高程设计K50+902.80036.214 垫石顶标高支座高度垫石高度支承高度垫石顶标高差值E11.434K50+904.23436.23334.28950.160 0.090 0.250 34.245-0.044E24.334K50+907.13436.27134.26840.115 0.135 0.250 34.270 0.002E37.234K50+910.03436.309 34.24830.115 0.135 0.250 34.2500.002E410.134K50+912.93436.347 34.22820.115 0.135 0.250 34.2290.001E513.033 K50+915.83336.38434.207 10.115 0.135 0.250 34.2080.001E11.434K50+901.36636.19534.25010.160 0.090 0.250 34.206 -0.044E24.334K50+898.46636.156 34.15220.115 0.135 0.250 34.1540.002E37.234K50+895.56636.11734.05530.115 0.135 0.250 34.0570.002E410.134K50+892.66636.07733.95740.115 0.135 0.250 33.9590.002E513.033 K50+889.76736.03733.85950.115 0.135 0.250 33.861 0.002K50+932.80036.592E1 1.4439K50+934.24436.609 34.65050.180 0.0700.250 34.600 -0.050E24.344K50+937.14436.643 34.62540.130 0.1200.250 34.626 0.001E37.244K50+940.04436.67634.601 30.130 0.1200.250 34.601 0.000E410.143K50+942.94336.709 34.57620.130 0.1200.250 34.5760.000E513.0433K50+945.84336.742 34.55110.130 0.1200.250 34.5510.000E1 1.4439K50+931.35636.57434.61510.180 0.0700.250 34.566-0.049E24.344K50+928.45636.54034.52220.130 0.1200.250 34.5230.001E37.244K50+925.55636.50434.42830.130 0.1200.250 34.4300.002E410.143K50+922.65736.46934.33540.130 0.1200.250 34.336 0.001E513.0433K50+919.75736.433 34.24250.130 0.1200.250 34.2420.000K50+962.80036.925E1 1.4439K50+964.24436.94034.98250.150 0.1000.250 34.961-0.021E24.344K50+967.14436.970 34.95340.180 0.0700.250 34.903-0.050E37.244K50+970.04436.99934.92430.180 0.0700.250 34.874-0.050E410.143K50+972.94337.028 34.89620.180 0.0700.250 34.845-0.051E513.0433K50+975.84337.057 34.86710.180 0.0700.250 34.816-0.051E1 1.4439K50+961.35636.910 34.95210.150 0.1000.250 34.931-0.021E24.344K50+958.45636.88034.86320.180 0.0700.250 34.813-0.050E37.244K50+955.55636.84934.773 30.180 0.0700.250 34.724-0.049E410.143K50+952.65736.817 34.68440.180 0.0700.250 34.634-0.050E5...