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

ASPHALT INSPECTORS DAILY REPORT
Lot No. 185 Date 08/08/1996 Project No.59-0055-03-070-10 County Grenada and Yalobusha
Contractor Lehman-Roberts Producer of Mix Lehman-Roberts Mix Design Lab No. 9639915
Type Plant Batch-Drum Surface MODIFIER MULTIGRADE Source of AC ERGON
(Inside Lane)
EXTRATIONS (MT-30) SAMPLE NUMBER 1 2
Time 9:30 Time 9:30
Temperature 154 C Temperature 149 C
Sample Wt. (W) 1829.9 Air Wt. 1196.9
Weight of Moist (M) 0.7 Water Wt. 676.2
Dry Sample Wt. (Ws) 1829.2 Characteristics SSD Wt. 1198.4
Corr. AC % 4.9 (89.6) of Laboratory Volume 522.2
Total Ext. Wt. (W1) 1739.6 Compacted Sp. Grav. 2.292
Job Sieve Weight % Dev. Spec. Specimens Voids 3.9
Mix Size Grams Passing Tol. (MT-34&MT-35) VMA 14.4
1 1/2" 6 Dial 325
1" 6 Stability 4141
100 3/4" 0 100 0 6 Flow 14
97 1/2" 54.3 96.9 0.1 6 Asphalt Content Guage (MT-6) 4.94
87 3/8" 267.6 84.6 2.4 6 Moisture Sample Wt. 500.9
55 #4 794.2 54.3 0.7 5 Correction Wt. Water 0.2
37 #8 1074.7 38.2 1.2 5 (AASHTO: T110) % Moisture 0.04
#16 5 Corrected Asphalt Content 4.9
20 #30 1362.8 21.7 1.7 4 Sample Wt. 1868.4
11 #50 1549.2 10.9 0.1 4 Maximum Cal. Wt. 7514
5.4 #200 1637.8 5.9 0.5 1.5 Specific Gravity Final Wt. 8599.1
TEST STRIP OR ROADWAY DENSITY (TMD-22-06-00-000) (AASHTO: T209) Volume 783.3
Sublot No. 1 2 3 4 5 Max. Sp.Grav. 2.385
Station 123+86 127+15 133+01 134+51 140+83
Location 2.7 m 2.1 m 2.1 m 3 m 0.6 m Crush Count %
Thickness 32 mm 35 mm 38 mm 32 mm 32 mm Limestone Retained on #4 Sieve %
Air Wt. 521.8 551.1 564.5 504.2 490.6 Agg. Bulk Sp. Grav. 2.545
Water Wt. 288.5 305.5 311.8 281.5 270.1 Job Mix AC% 5.2
CORE SSD Wt. 524.4 554 568.5 506.3 494.9 VMA = 15 Minimum = 14
DENSITY Volume 235.9 248.5 256.7 224.8 224.8
Sp. Gravity 2.212 2.218 2.2 2.243 2.182 Average
Max. Sp. Gravity 2.385 Density
% Density 92.7 93 92.2 94 91.5 92.7
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