Practical Issues for the Application of High-Performance Concrete to Highway Structures

The advantages of high-performance concrete (HPC) have been well documented in recent years. These include enhanced design flexibility and improved durability performance resulting in reduced maintenance costs and an increased service life. In spite of these obvious benefits, implementation of HPC has been very slow. This can be attributed to several factors including the uncertainty related to current design codes and a lack of familiarity of designers and contractors with proper design and construction practices and requirements for HPC structures. This paper introduces and discusses some fundamental issues that affect the implementatation of HPC and impact the practitioner. These include those related to quality control/quality assurance, specifications, material performance, and structural behavior. Within the scope of this discussion, the fundamental differences and similarities between HPC and conventional concrete are discussed. The aim is to provide the practicing engineer with a conceptual understanding of the practical issues that affect the design and use of HPC for highway structures with the desire to further stimulate the implementation of HPC.

[1]  Neal S. Berke,et al.  "Plastic, Mechanical, Corrosion and Chemical Resistance Properties of Silica Fume (microsilica) Concretes" , 1992, "SP-132: Fly Ash, Silica Fume, Slag, and Natural Pozzolans and Natural Pozzolans in Concrete - Proceedings Fourth Interna".

[2]  K. M. Kripanarayanan,et al.  LOSS OF PRESTRESS, CAMBER AND DEFLECTION OF NON-COMPOSITE AND COMPOSITE PRESTRESSED CONCRETE STRUCTURES , 1971 .

[3]  David Stark,et al.  Characteristics and Utilization of Coarse Aggregates Associated with D-Cracking , 1976 .

[4]  S H Ahmad,et al.  HIGH PERFORMANCE CONCRETE. PROPERTIES AND APPLICATIONS , 1994 .

[5]  Charles H. Goodspeed,et al.  High-Performance Concrete Defined For Highway Structures , 1996 .

[6]  Alireza Mokhtarzadeh,et al.  MECHANICAL PROPERTIES OF HIGH STRENGTH CONCRETE , 1998 .

[7]  V. Mohan Malhotra,et al.  Long-Term Mechanical Properties and Durability Characteristics of High-Strength/High-Performance Concrete Incorporating Supplementary Cementing Materials under Outdoor Exposure Conditions , 2000 .

[8]  Matthew K. C. Tsang,et al.  Mechanical Properties of High-Strength Concrete Incorporating Carrier Fluidifying Agent , 2000 .

[9]  Paul Zia,et al.  MECHANICAL BEHAVIOR OF HIGH PERFORMANCE CONCRETES, VOLUME 3: VERY EARLY STRENGTH CONCRETE , 1993 .

[10]  Ned H. Burns,et al.  Design of Prestressed Concrete Structures , 1963 .

[11]  H G Russell,et al.  OPTIMIZED SECTIONS FOR HIGH-STRENGTH CONCRETE BRIDGE GIRDERS , 1997 .

[12]  Arthur H. Nilson,et al.  Shrinkage and Creep of High Strength Concrete , 1981 .

[13]  Carol K. Shield,et al.  Full-scale testing of prestressed concrete bridge girders , 1997 .

[14]  A. Neville Properties of Concrete , 1968 .

[15]  Alireza Mokhtarzadeh,et al.  Mechanical Properties of High-Strength Concrete with Consideration for Precast Applications , 2000 .

[16]  N H Burns,et al.  FIELD PERFORMANCE OF PRESTRESSED HIGH PERFORMANCE CONCRETE HIGHWAY BRIDGES IN TEXAS , 2000 .

[17]  Pietro G. Gambarova,et al.  EFFECTS OF HIGH TEMPERATURE ON THE RESIDUAL COMPRESSIVE STRENGTH OF HIGH-STRENGTH SILICEOUS CONCRETES , 1998 .

[18]  Alan H. Mattock,et al.  Influence of Size and Shape of Member on the Shrinkage and Creep of Concrete , 1966 .

[19]  Takafumi Noguchi,et al.  RELATIONSHIP BETWEEN COMPRESSIVE STRENGTH AND MODULUS OF ELASTICITY OF HIGH STRENGTH CONCRETE , 1995 .

[20]  John F. Stanton,et al.  HIGH PERFORMANCE CONCRETE IN WASHINGTON STATE SR 18/SR 516 OVERCROSSING: INTERIM REPORT ON MATERIALS TESTS , 2000 .

[21]  R G Burg,et al.  ENGINEERING PROPERTIES OF COMMERCIALLY AVAILABLE HIGH-STRENGTH CONCRETES , 1992 .

[22]  Bryant Mather CONCRETE IN TRANSPORTATION: DESIRED PERFORMANCE AND SPECIFICATIONS , 1993 .

[23]  John F. Stanton,et al.  High performance concrete in Washington state SR 18/SR 516 overcrossing : interim report on girder monitoring , 2000 .

[24]  Arthur H. Nilson,et al.  Shrinkage and Creep of High-, Medium-, and Low-Strength Concretes, Including Overloads , 1987 .

[25]  Alireza Mokhtarzadeh,et al.  TIME-DEPENDENT PROPERTIES OF HIGH-STRENGTH CONCRETE WITH CONSIDERATION FOR PRECAST APPLICATIONS , 2000 .

[26]  John J. Myers Permeability Performance of High-Performance Concrete Subjected to Various Curing Regimes , 2001 .

[27]  Aci Committe State-of-the-Art Report on High Strength Concrete , 1984 .

[28]  Surendra P. Shah,et al.  STRUCTURAL PROPERTIES OF HIGH - STRENGTH CONCRETE AND ITS IMPLICATIONS FOR PRECAST PRESTRESSED CONCRETE , 1985 .

[29]  R L Carrasquillo,et al.  RESISTANCE OF HIGH STRENGTH CONCRETE TO COLD WEATHER ENVIRONMENTS. INTERIM REPORT , 1992 .

[30]  John J. Myers,et al.  Influence of Hydration Temperature on Durability and Mechanical Property Performance of Prestressed and Precast High-Performance Concrete Beams , 2000 .

[31]  D. Whiting Durability of High Strength Concrete , 1987 .

[32]  R L Carrasquillo,et al.  TIME-DEPENDENT DEFORMATION BEHAVIOR OF PRESTRESSED HIGH PERFORMANCE CONCRETE BRIDGE BEAMS , 1997 .

[33]  Bruce W. Russell,et al.  Impact of High Strength Concrete on the Design and Construction of Pretensioned Girder Bridges , 1994 .

[34]  John J. Myers,et al.  PRODUCTION AND QUALITY CONTROL OF HIGH PERFORMANCE CONCRETE IN TEXAS BRIDGE STRUCTURES , 1998 .

[35]  S. Gross,et al.  TRANSFER AND DEVELOPMENT LENGTH OF 15.2 MM (0.6 IN.) DIAMETER PRESTRESSING STRAND IN HIGH PERFORMANCE CONCRETE: RESULTS OF THE HOBLITZELL-BUCKNER BEAM TESTS , 1995 .

[36]  K. Dombrowski,et al.  Thermal Properties of Commercially Available High-Strength Concretes , 1997 .

[37]  Said Iravani,et al.  MECHANICAL PROPERTIES OF HIGH-PERFORMANCE CONCRETE , 1996 .

[38]  Denis Mitchell,et al.  Creep, Shrinkage, and Thermal Strains in Normal, Medium, and High-Strength Concretes during Hydration , 1997 .

[39]  D. E. Branson,et al.  Time Dependent Concrete Properties Related To Design-Strength and Elastic Properties, Creep, and Shrinkage , 1971 .

[40]  Zdenek P. Balant,et al.  Creep and Shrinkage Characterisation for Analyzing Prestressed Concrete Structures , 1980 .

[41]  S Guirguis,et al.  High performance concrete , 1993 .

[42]  Comite Euro-International du Beton,et al.  CEB-FIP Model Code 1990 , 1993 .