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)5223163.10252.20315.300205760.50254.50315.000180962.40252.20314.607013562.90252.00314.90平均62.23252.72314.95二、16m钢筋混凝土T梁桥静载试验实测数据1、挠度观测数据附图116mT梁桥挠度观测测点布置图16mT梁实测挠度（mm）附表2编号初值第一级第二级卸载10-6.08-8.37-0.0220-5.36-8.54-0.0230-4.61-8.79-0.140-3.12-7.57-0.0150-1.74-6.04-0.3160-1.14-3.84-0.0170-0.08-1.98-0.4580-0.27-0.51-0.062、应变观测数据附图2跨中截面应变测点布置图跨中截面实测应变（微应变）附表3编号初值第一级第二级卸载10-4.863128.3356-0.190682021.0151101.7611.425333085.9307258.143.886194016.386928.97490.971195089.9147149.2082.8613460122.395252.2653.1567870177.368336.0083.7055380205.121250.891-3.4912390163.273231.5322.43612100127.957213.4270.0205110152.358210.5886.42435三、30m预应力混凝土T梁桥静载试验实测数据1、挠度观测数据附图330mT梁挠度观测测点布置图30mT梁实测挠度（mm）附表4编号初值第一级第二级卸载100.72-2.540.0720-0.85-4.54-0.3830-2.25-6.31-0.2340-3.44-7.78-0.3550-5.06-9.12-0.5160-6.39-10.49-0.5470-7.07-10.65-0.21800.38-0.060.22900.460.090.221000.17-0.26-0.21100.06-0.29-0.092、应变观测数据附图4跨中截面应变测点布置图跨中截面实测应变（微应变）附表5编号初值第一级第二级卸载10-12.002-16.494-1.828572023.72236.041-2.228983063.65295.411-1.7328840106.835155.0251.0034250-6.8809-12.5120.879886022.484835.14880.40387055.286588.88951.905238086.0498144.080.896949066.594120.548-0.2163110053.7782112.0380.4121111032.004988.1869-1.108412011.850263.0092-1.2954130-8.422360.3323-1.24953四、51m预应力混凝土T梁桥静载试验实测数据1、挠度观测数据附图551mT梁挠度观测测点布置图51mT梁实测挠度（mm）附表6编号初值第一级第二级卸载10-0.230.550.3920-0.030.300.1130-6.28-9.51-0.2140-0.57-3.910.0450-0.43-5.250.1760-3.04-8.13-0.1270-5.28-10.670.1880-7.81-13.31-0.2190-10.36-15.25-0.23100-6.92-10.34-0.14110-1.00-4.00-0.3120-0.39-0.10-0.16130-0.61-0.14-0.472、应变观测数据附图6跨中截面应变测点布置图跨中截面实测应变（微应变）附表7编号初值第一级第二级卸载140...
