Research conclusions:Only distortion and stressofbridge is controlled in construction and themoulding board elevation is ensured, the bridge type of line and stressdistribution can satisfy the design requirement. The distortion measurement should be conducted before sunrise to eliminate effect of temperature difference. The real field measured values of the concrete elasticmodulusmustbe adopted in computation. In construction control of this bridge, the errors happened in construction is modified by adopting parameter identification method, obtaining a good resul.t As the effect sofshrinkage and creepage are evident in stress testing, the effect should be calculated to each construction phase for the clear and easy usage.