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Conroy Creek Soil-Steel Structure – Design Construction

机译:Conroy Creek土壤钢结构–设计与施工

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Conroy Creek, a mountain stream home to a resident population of Rainbow Trout, crossedHighway No. 99 in this section of highway via an existing SPCSP (Structural plate) Pipe Arch, measuringapproximately 2.4m wide × 2.1m high. As part of the design process for a highway upgrade project,Armtec provided pre-design technical support by offering a DCSP (Deep Corrugated Structural Plate)cross-section shape suitable for the span, rise, cover and hydraulic end requirements for the newcrossing. To provide improved fish passage, the creek crossing was designed to be on a flat gradientwith an outlet settling pool. The open bottom arch design was tendered with a span of 10.247m and rise of4.843m with an overall length of 30.08m.After detailed analysis by the Contractor and Armtec following project award, the structure was lengthenedto 33.68m and the upstream end wall was eliminated in favour of a rip-rap / non-woven geotextile slopeand cast-in-place end collar. The downstream end was redesigned with a cast-in-place end collar inconjunction with Segmental Concrete Block wingwalls, reinforced with Polyester Geogrid.Armtec retained the services of McElhanney Consulting Services to offer detailed design and fieldcertification services for the cast-in-place concrete footings, downstream end wall and upstream slopetreatments. McElhanney also conducted an overall geometry check of how the roadway fill slopes tiedinto the end walls and provided design details on the concrete / rock infill inside the structure directlyabove the footings.Following installation of the 2 m wide × 0.5 m high footings, the DCSP Structure was assembled, tightenedand backfilled in under 10 working days, making it possible to finish the project by the fish windowdeadline. After a few weeks of the structure being constructed, the drainage area was subjected to a floodevent of historical proportions and the Conroy Creek Structure ran atear its hydraulic capacity. With theconcrete collars and end treatment design in place, the structure was able to accommodate the flood flows– proving a successful design and construction was provided.
机译:康罗伊河(Conroy Creek)是彩虹鳟鱼常住居民的山间小溪, 通过现有的SPCSP(结构板)管拱,在此高速公路段的99号高速公路上进行测量 约2.4m宽×2.1m高。作为公路升级项目设计过程的一部分, Armtec通过提供DCSP(深波纹结构板)提供了预先设计的技术支持。 横截面形状适合新的跨度,上升,覆盖和液压端部要求 穿越。为了提供更好的鱼类通过能力,小河道设计成平坦的坡度 设有出口沉降池。敞开式拱门设计进行了跨度为10.247m的招标, 4.843m,总长度为30.08m。 经过承包商和Armtec的详细分析后,对该项目进行了详细分析,该结构得到了延长 到33.68m,上游端壁被取消,取而代之的是翻录/非织造土工布斜坡 和现浇端环。下游端经过重新设计,其中有一个现浇端环 与分段混凝土砌块翼墙配合使用,并采用聚酯土工格栅加固。 Armtec保留了McElhanney Consulting Services的服务,以提供详细的设计和现场 现浇混凝土基础,下游端墙和上游斜坡的认证服务 治疗。麦克尔汉尼(McElhanney)还对道路填充坡度如何绑扎进行了总体几何检查 进入端墙,并在结构内部直接提供混凝土/岩石填充物的设计细节 在基础之上。 安装2 m宽×0.5 m高的立脚后,组装并拧紧DCSP结构 并在不到10个工作日内回填,因此可以在鱼窗旁完成该项目 最后期限。在建造结构几周后,流域遭受了洪水 如果发生历史性事件,Conroy Creek结构将在其水力容量附近运行。随着 混凝土项圈和末端处理设计到位,该结构能够容纳洪水 –提供了成功的设计和施工证明。

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