

| MEMORANDUM TO : | Project Engineers
Project Design Engineers |
| FROM: | W. J. Rogers, P. E.
State Bridge Design Engineer |
| DATE: | May 16, 1997 |
| RE: | Elastomeric Bearing Load Ratings for Steel Superstructure |
The standard Drawing EB1M has been updated to reflect the following load ratings:
| Type I | 396 kN |
| Type II | 557 kN |
| Type III | 674 kN |
These load ratings are effective with all new plans prepared.
| cc: | N. M. Salmon, P. E. |
| T. V. Rountree, P. E. | |
| E. T. Misenheimer, P.E. |