Assessing Cryogenic Testing of Aggregates for Concrete Pavements
EXPERIMENTAL WORK
Table 2. Aggregate data by decreasing durability
Absorption - SR95_040010
Figure 1. Absorption rates
Figure 2. Intrusion volume vs. pore diameter
DISCUSSION - SR95_040013
Figure 4. Calculated equivalent durability factor vs. volume percentage of measurable pores less than the 5-m diameter
Figure 5. MDOT durability factor vs. percentage of pore volume
Figure 7. CRREL percentage passing vs. 24-hour absorption
CONCLUSION - SR95_040017
LITERATURE CITED - SR95_040018
Report Documentation Page - SR95_040019
SR95_04
EXPERIMENTAL WORK
Table 2. Aggregate data by decreasing durability
Absorption - SR95_040010
Figure 1. Absorption rates
Figure 2. Intrusion volume vs. pore diameter
DISCUSSION - SR95_040013
Figure 4. Calculated equivalent durability factor vs. volume percentage of measurable pores less than the 5-m diameter
Figure 5. MDOT durability factor vs. percentage of pore volume
Figure 7. CRREL percentage passing vs. 24-hour absorption
CONCLUSION - SR95_040017
LITERATURE CITED - SR95_040018
Report Documentation Page - SR95_040019
SR95_04
