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

ASPHALT INSPECTORS DAILY REPORT
Lot No. 147 Date 07/19/1996 Project No.59-0055-03-070-10 County Grenada and Yalobusha
Contractor Lehman-Roberts Producer of Mix Lehman-Roberts Mix Design Lab No. 9639910
Type Plant Batch-Drum Surface MODIFIER NOVOPHALT Source of AC ERGON
(Inside Lane)
EXTRATIONS (MT-30) SAMPLE NUMBER 1 2
Time 7:35 Time 7:35
Temperature 163 C Temperature 163 C
Sample Wt. (W) 1713.5 Air Wt. 1197.8
Weight of Moist (M) 0.7 Water Wt. 675.7
Dry Sample Wt. (Ws) 1712.8 Characteristics SSD Wt. 1199.4
Corr. AC % 5.25 (89.9) of Laboratory Volume 523.7
Total Ext. Wt. (W1) 1622.9 Compacted Sp. Grav. 2.287
Job Sieve Weight % Dev. Spec. Specimens Voids 4.3
Mix Size Grams Passing Tol. (MT-34&MT-35) VMA 14.9
1 1/2" 6 Dial 256
1" 6 Stability 3264
100 3/4" 0 100 0 6 Flow 14
97 1/2" 85.7 94.7 2.3 6 Asphalt Content Guage (MT-6) 5.29
87 3/8" 257.5 84.1 2.9 6 Moisture Sample Wt. 501.8
55 #4 733.2 54.8 0.2 5 Correction Wt. Water 0.2
37 #8 1007.5 37.9 0.9 5 (AASHTO: T110) % Moisture 0.04
#16 5 Corrected Asphalt Content 5.25
20 #30 1307.1 19.5 0.5 4 Sample Wt. 1690.7
11 #50 1469.8 9.4 1.6 4 Maximum Cal. Wt. 7514.6
5.4 #200 1544.5 4.8 0.6 1.5 Specific Gravity Final Wt. 8498
TEST STRIP OR ROADWAY DENSITY (TMD-22-06-00-000) (AASHTO: T209) Volume 707.3
Sublot No. 1 2 3 4 5 Max. Sp.Grav. 2.39
Station 691+30 696+89 697+74 703+47 704+51
Location 1.2 m 0.6 m 0.6 m 1.5 m 2.7 m Crush Count %
Thickness 38 mm 38 mm 35 mm 41 mm 38 mm Limestone Retained on #4 Sieve %
Air Wt. 605.9 587.6 590.6 667.2 569 Agg. Bulk Sp. Grav. 2.545
Water Wt. 335.3 326.4 330 377 313.6 Job Mix AC% 5.2
CORE SSD Wt. 608.5 590.7 592.1 669.1 572.7 VMA = 15 Minimum = 14
DENSITY Volume 273.2 264.3 262.1 292.1 259.1
Sp. Gravity 2.218 2.223 2.253 2.284 2.196 Average
Max. Sp. Gravity 2.39 Density
% Density 92.8 93 94.3 95.6 91.9 93.5
91