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

ASPHALT INSPECTORS DAILY REPORT
Lot No. 144 Date 07/18/1996 Project No.59-0055-03-070-10 County Grenada and Yalobusha
Contractor Lehman-Roberts Producer of Mix Lehman-Roberts Mix Design Lab No. 9638312
Type Plant Batch-Drum Binder MODIFIER NOVOPHALT Source of AC ERGON
(Outside Lane)
EXTRATIONS (MT-30) SAMPLE NUMBER 1 2
Time 6:50 Time 6:50
Temperature 166 C Temperature 163 C
Sample Wt. (W) 2059 Air Wt. 1190.8
Weight of Moist (M) 0.8 Water Wt. 681.2
Dry Sample Wt. (Ws) 2058.2 Characteristics SSD Wt. 1193.3
Corr. AC % of Laboratory Volume 512.1
Total Ext. Wt. (W1) 1956.9 Compacted Sp. Grav. 2.325
Job Sieve Weight % Dev. Spec. Specimens Voids 3.9
Mix Size Grams Passing Tol. (MT-34&MT-35) VMA 14.6
1 1/2" 6 Dial 216
100 1" 0 100 0 6 Stability 2914
99 3/4" 10.7 99.5 0.5 6 Flow 15
83 1/2" 259.8 86.7 3.7 6 Asphalt Content Guage (MT-6) 4.96
68 3/8" 555.2 71.6 3.6 6 Moisture Sample Wt. 501.4
42 #4 1065.6 45.5 3.5 5 Correction Wt. Water 0.2
28 #8 1351.7 30.9 2.9 5 (AASHTO: T110) % Moisture 0.04
#16 5 Corrected Asphalt Content 4.92
16 #30 1615.8 17.4 1.4 4 Sample Wt. 1926.6
7 #50 1815.5 7.2 0.2 4 Maximum Cal. Wt. 7514.6
3.9 #200 1881.7 3.8 0.1 1.5 Specific Gravity Final Wt. 8645.1
TEST STRIP OR ROADWAY DENSITY (TMD-22-06-00-000) (AASHTO: T209) Volume 796.1
Sublot No. 1 2 3 4 5 Max. Sp.Grav. 2.42
Station 679+50 688+93 691+43 701+15 701+96
Location 3 m 3 m 1.8 m 1.2 m 2.4 m Crush Count %
Thickness 41 mm 44 mm 48 mm 41 mm 38 mm Limestone Retained on #4 Sieve %
Air Wt. 697.2 691.2 751.6 678.4 615.5 Agg. Bulk Sp. Grav. 2.59
Water Wt. 399.4 386.6 420.3 380.4 351.9 Job Mix AC% 4.8
CORE SSD Wt. 698.2 693 754.4 680.1 616.4 VMA = 14.7 Minimum = 13
DENSITY Volume 298.8 306.4 334.1 299.7 264.5
Sp. Gravity 2.333 2.256 2.25 2.264 2.327 Average
Max. Sp. Gravity 2.42 Density
% Density 96.4 93.2 93 93.6 96.2 94.5
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