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

ASPHALT INSPECTORS DAILY REPORT
Lot No. 158 Date 07/23/1996 Project No.59-0055-03-070-10 County Grenada and Yalobusha
Contractor Lehman-Roberts Producer of Mix Lehman-Roberts Mix Design Lab No. 9638317
Type Plant Batch-Drum Binder MODIFIER MULTIGRADE Source of AC ERGON
(Outside Lane)
EXTRATIONS (MT-30) SAMPLE NUMBER 1 2
Time
Time
Temperature 166 C Temperature 163 C 163 C
Sample Wt. (W) 96 1776.9 Air Wt. 1182.2 1185.7
Weight of Moist (M) 0.7 Water Wt. 683.4 684.9
Dry Sample Wt. (Ws) 1776.2 Characteristics SSD Wt. 1183.3 1186.8
Corr. AC % 4.71 (83.7) of Laboratory Volume 499.9 501.9
Total Ext. Wt. (W1) 1692.5 Compacted Sp. Grav. 2.365 2.362
Job Sieve Weight % Dev. Spec. Specimens Voids 1.5 1.6
Mix Size Grams Passing Tol. (MT-34&MT-35) VMA 13
1 1/2" 6 Dial 177
100 1" 0 100 0 6 Stability 2418
99 3/4" 0 100 1 6 Flow 14
83 1/2" 295.7 82.5 0.5 6 Asphalt Content Guage (MT-6) 4.75
68 3/8" 474.2 72 4 6 Moisture Sample Wt. 500.9
42 #4 907.4 46.4 4.4 5 Correction Wt. Water 0.2
28 #8 1145 32.3 4.3 5 (AASHTO: T110) % Moisture 0.04
#16 5 Corrected Asphalt Content 4.71
16 #30 1366.7 19.2 3.2 4 Sample Wt. 1708
7 #50 1536.2 9.2 1.2 4 Maximum Cal. Wt. 7514.4
3.9 #200 1602.3 5.3 1.2 1.5 Specific Gravity Final Wt. 8510.7
TEST STRIP OR ROADWAY DENSITY (TMD-22-06-00-000) (AASHTO: T209) Volume 711.7
Sublot No. 1 2 3 4 5 Max. Sp.Grav. 2.4
Station 10+17 12+53 19+60 21+96 30+67
Location 1.5 m 0.9 m 1.2 m 0.6 m 0.9 m Crush Count %
Thickness 35 mm 35 mm 38 mm 38 mm 35 mm Limestone Retained on #4 Sieve %
Air Wt. 617.9 662 629.6 677.7 611.1 Agg. Bulk Sp. Grav. 2.59
Water Wt. 351.8 372.1 360.3 387.2 344.8 Job Mix AC% 4.8
CORE SSD Wt. 618.8 664.5 630.6 678.7 612.3 VMA = 14.7 Minimum = 13
DENSITY Volume 267 292.4 270.3 291.5 267.5
Sp. Gravity 2.314 2.264 2.329 2.325 2.284 Average
Max. Sp. Gravity 2.4 Density
% Density 96.4 94.3 97 96.9 95.2 96
98