附件一、静载试验检测数据一、试验加载车辆试验加载车辆过磅称重附表1车牌编号前轴重(kN)后轴重(kN)总重(kN)9034358.00249.10307.100205758.20248.20306.400177563.20251.70314.800223158.20248.30306.500642057.60248.80306.400180962.10251.30313.405223158.20248.30306.507013557.80248.10305.90平均59.16249.22308.38二、5×30m预应力混凝土连续箱梁（第二联）静载实测数据1、挠度观测数据附图1边跨挠度观测测点布置图连续梁边跨实测挠度（mm）附表2编号初值一级二级三级卸载10-0.10-0.26-0.27-0.1720-0.72-1.55-2.34-0.1230-1.07-2.19-3.39-0.1540-0.85-1.61-2.23-0.0750-0.06-0.17-0.29-0.1060-1.70-3.18-4.42-0.0570-0.51-1.17-2.12-0.012、应变观测数据附图2最大弯矩截面应变测点布置图连续梁边跨最大弯矩截面实测应变（微应变）附表3编号初值一级二级三级卸载10-0.4223-3.5098-4.28567.1147203.10004.464812.99187.9204309.718815.624928.41196.49854020.225741.993764.41579.2529506.877921.208937.19696.32426011.084724.188739.70075.5420707.505818.177631.37065.1062807.461317.358130.99015.2665901.92015.850312.29112.2509100-1.1517-0.4555-0.06591.0078110-5.3013-9.1518-13.78743.1347三、2×30m+35m+2×30m预应力混凝土连续箱梁（第一联）静载实测数据1、挠度观测数据附图3中跨挠度观测测点布置图连续梁中跨实测挠度（mm）附表4编号初值一级二级三级卸载100.410.471.22-0.2720-0.06-0.18-0.34-0.1230-1.08-1.85-3.56-0.1940-2.19-4.90-6.580.1650-1.88-4.24-5.43-0.1660-1.31-2.59-4.89-0.3170-0.53-1.69-4.11-0.25800.30-0.12-2.68-0.1790-1.03-1.92-3.61-0.32100-0.07-0.17-0.24-0.121100.350.631.19-0.112、应变观测数据（a）跨中截面（b）支点截面附图4跨中和支点截面应变测点布置图中跨跨中截面实测应变（微应变）附表5编号初值一级二级三级卸载10-7.4233-11.8718-21.6598-2.8735202.74733.76733.7112-1.07413010.029018.765030.84302.10814017.058633.104657.06662.88805013.310028.528050.04603.8989607.847817.905853.06282.3459707.335416.233432.14543.6044806.189514.759636.35164.9351903.18269.045431.89741.41061001.13750.07381.9221-2.4018110-3.4527-6.3719-11.8362-1.8792支点截面实测应变（微应变）附表6编号初值一级二级三级卸载101.89523.91066.1071-0.689220-1.3134-4.7187-8.5879-1.393530-2.5047-6.6...
