| | SELECTION OF SUBGRADE MODULUS FOR PAVEMENT OVERLAY DESIGN PROCEDURES |
 | | This subgrade property is used in the design of new pavement sections as well as in the rehabilitation of existing roadways. Without adequate information on the roadbed soil, a pavement structure will be improperly designed and as a result, it may fail prematurely. |
 | | As a result, the frozen condition was not considered in the analysis. After testing was completed for the undisturbed samples, the disturbed (remolded) samples were prepared by crumbling the sample and re-compacting it to 152-mm (6-in.) using five lifts and static compaction. This procedure is fully described in the specifications (refer to Appendix A). |
 | | Subgrade cores from the spring of 1993 were tested for resilient modulus shortly after obtaining them from the field. Again, two conditions were considered, undisturbed and disturbed (remolded). Unlike the first set of subgrade cores, samples were easily removed from the Shelby tubes and, therefore, they did not require freezing prior to extraction. |
| www.ndsu.nodak.edu /ndsu/ugpti/MPC_Pubs/html/MPC94-34.htm (8072 words) |