Condition Assessment of the Eastbound 6th Avenue Viaduct Using Strain Gauges

Author:

Allen Benjamin J.1,Rens Kevin L.2

Affiliation:

1. Project Engineer, Summit Engineering Group, Inc., Littleton, CO; formerly, Graduate Student, Univ. of Colorado at Denver, Denver, CO.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Colorado, Denver, CO.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Allen B. ( 2002). Non-destructive evaluation of the 6th Avenue Viaduct using strain gauges Univ. of Colorado at Denver Denver.

2. American Association of State Highway and Transportation Officials (AASHTO). ( 1996). Standard specifications for highway bridges Washington D.C.

3. American Concrete Institute (ACI). ( 1996). Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95) Farmington Hills Mich.

4. Connecticut's Bridge Infrastructure Monitoring Program for Assessment

5. Ferguson P. ( 1973). Reinforced concrete fundamentals Wiley New York.

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4. Inventory and Assessment of Denver, Colorado: Curb and Gutters;Journal of Performance of Constructed Facilities;2007-06

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