State Study 111 - Polymer Modified Hot Mix Asphalt Field Trial.pdf
State Study 111 - Polymer Modified Hot Mix Asphalt Field Trial.pdf
State Study 111 - Polymer Modified Hot Mix Asphalt Field Trial.pdf
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ASPHALT INSPECTORS DAILY REPORT<br />
Lot No. 170 Date 07/30/1996 Project No.59-0055-03-070-10 County Grenada and Yalobusha<br />
Contractor Lehman-Roberts Producer of <strong>Mix</strong> Lehman-Roberts <strong>Mix</strong> Design Lab No.<br />
Type Plant Batch Drum Binder MODIFIER CRYOPOLYMER RUBBER Source AC ERGON<br />
(Outside Lane)<br />
EXTRATIONS (MT-30) SAMPLE NUMBER 1 2<br />
Time 10:15 Time 10:15<br />
Temperature 168 C Temperature 163<br />
Sample Wt. (W) 1967.9 Air Wt. 1190.6<br />
Weight of Moist (M) 1.2 Water Wt. 676.8<br />
Dry Sample Wt. (Ws) 1966.7 Characteristics SSD Wt. 1192<br />
Corr. AC % 4.98 (97.9) of Laboratory Volume 515.2<br />
Total Ext. Wt. (W1) 1868.8 Compacted Sp. Grav. 2.311<br />
Job Sieve Weight % Dev. Spec. Specimens Voids 4.3<br />
<strong>Mix</strong> Size Grams Passing Tol. (MT-34&MT-35) VMA 15.2<br />
1 1/2" 6 Dial 243<br />
100 1" 0 100 0 6 Stability 3238<br />
99 3/4" 10.7 99.4 0.4 6 Flow 12<br />
83 1/2" 289.6 84.5 1.5 6 <strong>Asphalt</strong> Content Guage (MT-6) 5.04<br />
68 3/8" 536.3 71.3 3.3 6 Moisture Sample Wt. 501.9<br />
42 #4 1069.9 42.7 0.7 5 Correction Wt. Water 0.3<br />
28 #8 1333 28.7 0.7 5 (AASHTO: T110) % Moisture 0.06<br />
#16 5 Corrected <strong>Asphalt</strong> Content 4.98<br />
16 #30 1554.6 16.8 0.8 4 Sample Wt. 1747.2<br />
7 #50 1723.8 7.8 0.8 4 Maximum Cal. Wt. 7514.4<br />
3.9 #200 1797 3.8 0.1 1.5 Specific Gravity Final Wt. 8538.3<br />
TEST STRIP OR ROADWAY DENSITY (TMD-22-06-00-000) (AASHTO: T209) Volume 723.3<br />
Sublot No. 1 2 3 4 5 Max. Sp.Grav. 2.416<br />
Station<br />
Location Crush Count %<br />
Thickness 44 mm 38 mm 35 mm 38 mm 41 mm Limestone Retained on #4 Sieve %<br />
Air Wt. 672.1 619.1 562.8 661.6 673.8 Agg. Bulk Sp. Grav. 2.59<br />
Water Wt. 376.2 347 314.6 373 379.7 Job <strong>Mix</strong> AC% 4.8<br />
CORE SSD Wt. 676 620.1 564.4 663 675.9 VMA = Minimum =<br />
DENSITY Volume 299.8 273.1 249.8 290 296.2<br />
Sp. Gravity 2.242 2.267 2.253 2.281 2.275 Average Lab No. Not Available.<br />
Max. Sp. Gravity 2.416 Density<br />
% Density 92.8 93.8 93.3 94.4 94.2 93.7<br />
105