State Study 111 - Polymer Modified Hot Mix Asphalt Field Trial.pdf

ASPHALT INSPECTORS DAILY REPORT
Lot No. 127 Date 07/09/1996 Project No. 59-0055-03-070-10 County Grenada and Yalobusha
Contractor Lehman-Roberts Producer of Mix Lehman-Roberts Mix Design Lab No. 9638310
Type Plant Batch-Drum Binder MODIFIER KRATON Source of AC ERGON
(Outside Lane)
EXTRATIONS (MT-30) SAMPLE NUMBER 1
Time 9:30 Time 9:30
Temperature 174 C Temperature 163 C
Sample Wt. (W) 1896.5 Air Wt. 1190.8
Weight of Moist (M) 0.8 Water Wt. 682.8
Dry Sample Wt. (Ws) 1895.7 Characteristics SSD Wt. 1192.1
Corr. AC % 4.68 of Laboratory Volume 509.3
Total Ext. Wt. (W1) 1807 Compacted Sp. Grav. 2.338
Job Sieve Weight % Dev. Spec. Specimens Voids 3.4
Mix Size Grams Passing Tol. (MT-34&MT-35) VMA 14
1 1/2" 6 Dial 262
100 1" 0 100 0 6 Stability 3486
99 3/4" 18.6 98.9 0.1 6 Flow 16
79 1/2" 263.9 85.4 6.4 6 Asphalt Content Guage (MT-6) 4.72
65 3/8" 590 67.3 2.3 6 Moisture Sample Wt. 501.8
42 #4 1062.9 41.2 0.8 5 Correction Wt. Water 0.2
28 #8 1289.1 28.7 0.7 5 (AASHTO: T110) % Moisture 0.04
#16 5 Corrected Asphalt Content 4.68
16 #30 1509 16.5 0.5 4 Sample Wt. 1896.2
7 #50 1670.3 7.6 0.6 4 Maximum Cal. Wt. 7514
3.9 #200 1731.6 4.2 0.3 1.5 Specific Gravity Final Wt. 8627.1
TEST STRIP OR ROADWAY DENSITY (TMD-22-06-00-000) (AASHTO: T209) Volume 783.1
Sublot No. 1 2 3 4 5 Max. Sp.Grav. 2.421
Station 577+35 583+74 590+30 593+01 600+33
Location 0.61 m 0.61 m 3 m 2.4 m 2.4 m Crush Count %
Thickness 51 mm 38 mm 38 mm 41 mm 41 mm Limestone Retained on #4 Sieve %
Air Wt. 843.8 620.6 563.8 540.6 636.7 Agg. Bulk Sp. Grav. 2.59
Water Wt. 474.5 356 321.7 311.4 363.2 Job Mix AC% 4.8
CORE SSD Wt. 845.4 621.5 565.7 541.9 638.7 VMA = 14.7 Minimum = 13
DENSITY Volume 370.9 365.5 244 230.5 275.5
Sp. Gravity 2.275 2.337 2.311 2.345 2.311 Average
Max. Sp. Gravity 2.421 Density
% Density 94 96.5 95.5 96.9 95.5 95.7
80