| Designation of test member | Compressive strength of UHPC (MPa) | Volume fraction of steel fiber (%) | Slab thickness (mm) | Stud spacing (mm) | Dimensions of steel girder | Moment of inertia (mm4/m) |
| 120f-50-50 | 120 | 19.5 mm–1.0% | 50 | 50 | Figure 2(b) | 648,204,096 | 120f-50-100 | 100 | 608,431,093 | 120f-50-200 | 200 | 606,338,700 | 120f-50-400 | 400 | Figure 2(c) | 624,077,520 | 120f-100-50 | 100 | 50 | Figure 2(b) | 668,005,509 | 120f-100-100 | 100 | 631,827,808 | 120f-100-200 | 200 | 629,097,682 | 120f-100-400 | 400 | Figure 2(c) | 644,004,858 |
| 150f-50-50 | 150 | 19.5 mm–1.0% + 16.3 mm–0.5% | 50 | 50 | Figure 2(b) | 614,037,639 | 150f-50-100 | 100 | 577,958,206 | 150f-50-200 | 200 | 571,715,499 | 150f-50-400 | 400 | 584,448,794 | 150f-100-50 | 100 | 50 | 633,091,651 | 150f-100-100 | 100 | 598,844,031 | 150f-100-200 | 200 | 593,981,057 | 150f-100-400 | 400 | 604,406,484 |
| 180f-50-50 | 180 | 19.5 mm–1.0% + 16.3 mm–0.5% | 50 | 50 | Figure 2(d) | 302,871,348 | 180f-50-100 | 100 | 302,111,136 | 180f-50-200 | 200 | 307,221,675 | 180f-50-400 | 400 | 311,096,506 | 180f-100-50 | 100 | 50 | 331,538,400 | 180f-100-100 | 100 | 326,779,611 | 180f-100-200 | 200 | 326,036,138 | 180f-100-400 | 400 | 324,346,281 |
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