Table 3.1 Concrete Mix Proportions of SCCI and SCCIII 28

Table 3.2 Properties of Fresh Concrete for SCCI 30

Table 3.3 Properties of Fresh Concrete for SCCIII 31

Table 3.4 Concrete Mix Proportions of HSC.......32

Table 3.5 Properties of Fresh Concrete for HSC.32

Table 3.6 Compressive Strengths of SCCI mixtures 34

Table 3.7 Compressive Strengths of SCCIII mixtures 34

Table 3.8 Compressive Strengths of HSC mixtures 35

Table 3.9 Locations of VW in the Beams 39

Table 4.1 Examples of Strain Calculations 49

Table 4.1 (Continuation) Examples of Strain Calculations 49

Table 4.2 95%AMS Measured Values for SCCI Beam Specimens 52

Table 4.3 95%AMS Measured Values for SCCIII Beam Specimens 52

Table 4.4 95%AMS Measured Values for HSC Beam Specimens 52

Table 4.5 Effective Stress in Prestressed Strands for SCCI Beam Specimens 53

Table 4.6 Effective Stress in Prestressed Strands for SCCIII Beam Specimens .53

Table 4.7 Effective Stress in Prestressed Strands for HSC Beam Specimens 54

Table 4.8 Measured Transfer Lengths for SCCI Beam Specimens 54

Table 4.9 Measured Transfer Lengths for SCCIII Beam Specimens 55

Table 4.10 Measured Transfer Lengths for HSC Beam Specimens 55

Table 4.11 Development Length Test Results 56

Table 4.12 Measured Losses for SCCI Beam Specimens 57

Table 4.13 Measured Losses for SCCIII Beam Specimens 58

Table 4.14 Measured Losses for HSC Beam Specimens 58

Table 5.1 Average Measured Transfer Lengths 62

Table 5.2 Transfer Length Data for SCC Specimen Series 64

Table 5.3 Transfer Length Data for HSC Specimen Series 65

Table 5.4 Development Length Test Results 68

Table 5.5 Measured vs. Predicted Development Lengths 69

Table 5.6 Comparisons of Elastic Shortening Losses 72

Table 5.7 Properties and Total Losses for HSC & SCCIII Specimens 73

Table 5.8 Properties and Total Losses for SCCI Specimens 74