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Echeverry, D, Ibbs, C W and Burati, J (1988) Graduated Unit Price Payment Schedules. Journal of Construction Engineering and Management, 114(01), 1–18.

Griffis, F H & and Butler, F M (1988) Case for Cost‐Plus Contracting. Journal of Construction Engineering and Management, 114(01), 83–94.

Grimm, C T (1988) Brick Masonry Workmanship Statistics. Journal of Construction Engineering and Management, 114(01), 147–9.

Kashiwagi, K, Rubin, R A and Harris, M R (1988) Construction Law and Practice in Japan. Journal of Construction Engineering and Management, 114(01), 104–13.

Kirby, J G, Furry, D A and Hicks, D K (1988) Improvements in Design Review Management. Journal of Construction Engineering and Management, 114(01), 69–82.

Loper, J H, Marquis, E L and Rhomberg, E J (1988) Precast Prestressed Long‐Span Bridges. Journal of Construction Engineering and Management, 114(01), 95–103.

  • Type: Journal Article
  • Keywords: Bridge design; Bridges, long span; Construction methods; Precast concrete; Prestressed concrete;
  • ISBN/ISSN: 0733-9364
  • URL: https://doi.org/10.1061/(ASCE)0733-9364(1988)114:1(95)
  • Abstract:
    Precast prestressed concrete can be a strong, durable, and aesthetically pleasing material for use in long‐span bridges. If erected using the proper techniques and care, such bridges meet society's demands very well. Specifically, prestressed concrete allows for stronger bridges at lower construction and maintenance costs. With this objective as motivation, prestressed concrete design and construction has rapidly spread through the United States. Of the construction techniques available, two methods dominate: segmental cantilever construction and cable‐stayed construction. These two techniques are the primary focus herein. In addition to the construction technique, the erection method and section type must be considered in the design process. In the United States, I‐sections, box sections, T‐sections, hollow‐core, and channel sections are commonly used for highway bridge design. Care must also be taken to insure that a prestressed concrete bridge is an economical one when compared to reinforced concrete and steel plate girder bridges. Ultimately, it is the job of the engineer to consider each facet of a design, so that, in addition to performing as intended, the structure is safe and economical.

Martin, G L (1988) Training Programs for Engineering Consulting Firms. Journal of Construction Engineering and Management, 114(01), 121–32.

Rajagopalan, K S (1988) Supports for Traveling Cranes: Case History. Journal of Construction Engineering and Management, 114(01), 114–20.

Russell, A D and Caselton, W F (1988) Extensions to Linear Scheduling Optimization. Journal of Construction Engineering and Management, 114(01), 36–52.

Sherman, P J (1988) Japanese Construction R&D: Entrée into U.S. Market. Journal of Construction Engineering and Management, 114(01), 133–43.

Skibniewski, M and Hendrickson, C (1988) Analysis of Robotic Surface Finishing Work on Construction Site. Journal of Construction Engineering and Management, 114(01), 53–68.

Tatum, C B and Funke, A T (1988) Partially Automated Grading: Construction Process Innovation. Journal of Construction Engineering and Management, 114(01), 19–35.