桥梁起点桩号为K36+135.013,终点桩号为K36+163.071,径向左偏30度夹角设置，桥梁组成为单跨16米，全长28米。上部结构采用装配式预应力混凝土空心板，下部结构采用重力式U型桥台。桥平面处于R=410米的圆曲线及Ls=25米的缓和曲线段内，桥梁范围内道路横坡不存在超高及加宽，纵断面位于¡=-0.6%的直线段内。
目录
一、工程概括 ·························第2页
二、编制说明··························第 2页
三、施工计划 ·························第 3页
四、施工部署··························第6页
五、临时工程··························第7页
六、主要施工方案及施工方法···················第10页
七、雨季施工措施························第22页
八、高温天气施工措施 ····················· 第23页
九、质量保证体系及保证质量技术措施· ············· 第23页
十、环境保护及文明施工措施·················· 第30页