5. Given the mixture information in Table 1, what is the average percentage of air voids (Va) at Ndes at 4.1% binder? d, 86.3 % b. 95.8 % a.4.2 % с. 13.7 % Given the mixture information in Table...
5. Given the mixture information in Table 1, what is the average percentage of air voids (Va) at Ndes at 4.1% binder? d, 86.3 % b. 95.8 % a.4.2 % с. 13.7 % Given the mixture information in Table 1, what is the average corrected specimen relative density at Ninitial (%GmmNini) at 4.1% binder? 6. a42 % b, 95.8 % d. 86.3 % с. 13.7% 7. Given the mixture information in Table 1, what is the effective asphalt content (Pbe) at 4.1% binder? d, 4.3 % a. 3.7 % b, 3.9% c.41 % 8. Given the mixture information in Table 1, does the average percentage of voids-in-the mineral aggregate (VMA) satisfy the applicable superpave criteria for PG64-22 at 4.1 % binder? a. Yes b. No 3 9. Given the mixture information in Table 1, does the average percentage of voids filled with asphalt (VFA) satisfy the applicable criteria for superpave criteria for PG64-22 at 4.1% binder? b. No a Yes TABLE1 PG Binder Measured Gmb a Ndes Specimen Number Spec. Heights (mm) Ndes Content (%) ini 2.368 129.5 4.1 116.6 128.8 2.362 2 4.1 116.1 Gmm 2.468 at 4.1 % binder Gsb of combined aggregate 2.61 G, 1.030
5. Given the mixture information in Table 1, what is the average percentage of air voids (Va) at Ndes at 4.1% binder? d, 86.3 % b. 95.8 % a.4.2 % с. 13.7 % Given the mixture information in Table 1, what is the average corrected specimen relative density at Ninitial (%GmmNini) at 4.1% binder? 6. a42 % b, 95.8 % d. 86.3 % с. 13.7% 7. Given the mixture information in Table 1, what is the effective asphalt content (Pbe) at 4.1% binder? d, 4.3 % a. 3.7 % b, 3.9% c.41 % 8. Given the mixture information in Table 1, does the average percentage of voids-in-the mineral aggregate (VMA) satisfy the applicable superpave criteria for PG64-22 at 4.1 % binder? a. Yes b. No 3 9. Given the mixture information in Table 1, does the average percentage of voids filled with asphalt (VFA) satisfy the applicable criteria for superpave criteria for PG64-22 at 4.1% binder? b. No a Yes TABLE1 PG Binder Measured Gmb a Ndes Specimen Number Spec. Heights (mm) Ndes Content (%) ini 2.368 129.5 4.1 116.6 128.8 2.362 2 4.1 116.1 Gmm 2.468 at 4.1 % binder Gsb of combined aggregate 2.61 G, 1.030