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Demolition of Old Oak Bridge B4113: Condition of a 54-year old prestressed concrete bridge

机译:拆除旧橡树桥B4113:一座具有54年历史的预应力混凝土桥的状况

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The extension of the 3rd lane on Trunk Road 9 Section 1 (N1) at Bellville in the Western Cape necessitated the demolition and replacement of the Old Oak Road Underpass Bridge B4113. This bridge had insufficient vertical clearance as well as insufficient horizontal clearance for the widening of the road. Furthermore, the existing precast beam and slab deck has suffered from repeated vehicular impact damage over the years, resulting in continued costly repairs. This paper describes the condition of this bridge after a 54-year service life. The primary objective is to report and comment on the condition of this bridge in order for other engineers who have to rehabilitate, raise or widen similar bridges built at the same time, to have an indication of the quality of materials, workmanship, condition and behaviour. During and after the demolition operation, a visual inspection of the rubble was undertaken to evaluate the condition of this bridge which was constructed in 1963. Concrete cores taken before the demolition revealed higher concrete strengths of 50% and more. Carbonation and durability tests done on concrete fragments indicated a robust and durable structure which would easily reach its intended 100-year design life. However, overlays under the bridge reduced the vertical clearance while the expansion joint details led to reduced durability.
机译:西开普省Bellville的9号主干道第1节(N1)的第3车道的延长需要拆除和更换Old Oak Road地下过桥B4113。该桥的垂直间距不足,水平拓宽不足。此外,多年来,现有的预制梁和平板桥面遭受了反复的车辆冲击损坏,从而导致维修成本不断增加。本文描述了该桥在54年使用寿命后的状况。主要目的是报告和评论此桥的状况,以便其他必须修复,抬高或加宽同时建造的相似桥的工程师能够说明材料的质量,工艺,状况和性能。在拆除操作期间和之后,对瓦砾进行了目视检查,以评估这座建于1963年的桥梁的状况。拆除之前所取的混凝土芯显示出50%或更高的更高混凝土强度。对混凝土碎片进行碳化和耐久性测试表明,该结构坚固耐用,很容易达到其预期的100年设计寿命。但是,桥下的覆盖层减小了垂直间隙,而伸缩缝的细节导致耐久性降低。

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