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

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ASPHALT INSPECTORS DAILY REPORT Lot No. 175 Date 08/02/1996 Project No.59-0055-03-070-10 County Grenada and Yalobusha Contractor Lehman-Roberts Producer of Mix Lehman-Roberts Mix Design Lab No. 9639914 Type Plant Batch-Drum Surface MODIFIER SEAL-O-FLEX Source of AC ERGON (Outside Lane) EXTRATIONS (MT-30) SAMPLE NUMBER 1 2 Time 1:50 Time 1:50 Temperature 168 C Temperature 163 C Sample Wt. (W) 2116.3 Air Wt. 1186.9 Weight of Moist (M) 1.7 Water Wt. 666.8 Dry Sample Wt. (Ws) 2114.6 Characteristics SSD Wt. 1189.4 Corr. AC % 5.08 (107.4) of Laboratory Volume 522.6 Total Ext. Wt. (W1) 2007.2 Compacted Sp. Grav. 2.271 Job Sieve Weight % Dev. Spec. Specimens Voids 4.1 Mix Size Grams Passing Tol. (MT-34&MT-35) VMA 15.3 1 1/2" 6 Dial 357 1" 6 Stability 4675 100 3/4" 0 100 0 6 Flow 17 97 1/2" 66.9 96.7 0.3 6 Asphalt Content Guage (MT-6) 5.16 87 3/8" 255 87.3 0.3 6 Moisture Sample Wt. 500.5 55 #4 885 55.9 0.9 5 Correction Wt. Water 0.4 37 #8 1243.7 38 1 5 (AASHTO: T110) % Moisture 0.08 #16 5 Corrected Asphalt Content 5.08 20 #30 1582.8 21.1 1.1 4 Sample Wt. 1938.5 11 #50 1784.1 11.1 0.1 4 Maximum Cal. Wt. 7514 5.4 #200 1882.8 6.2 0.8 1.5 Specific Gravity Final Wt. 8633.4 TEST STRIP OR ROADWAY DENSITY (TMD-22-06-00-000) (AASHTO: T209) Volume 819.1 Sublot No. 1 2 3 4 5 Max. Sp.Grav. 2.367 Station 60+44 66+45 73+34 75+64 80+00 Location 3 m 0.9 m 3 m 3 m 2.4 m Crush Count % Thickness 41 mm 32 mm 32 mm 35 mm 38 mm Limestone Retained on #4 Sieve % Air Wt. 634.9 513.3 476.5 495.1 602.1 Agg. Bulk Sp. Grav. 2.545 Water Wt. 348.3 283.3 262.7 271 336.2 Job Mix AC% 5.2 CORE SSD Wt. 639.9 516.8 479.4 501 603.8 VMA = 15 Minimum = 14 DENSITY Volume 291.6 233.5 216.7 230 267.6 Sp. Gravity 2.177 2.198 2.199 2.153 2.25 Average Max. Sp. Gravity 2.367 Density % Density 92 92.9 92.9 91 95.1 92.8 108
ASPHALT INSPECTORS DAILY REPORT Lot No. 176 Date 08/02/1996 Project No.59-0055-03-070-10 County Grenada and Yalobusha Contractor Lehman-Roberts Producer of Mix Lehman-Roberts Mix Design Lab No. 9643423 Type Plant Batch-Drum Surface MODIFIER CRYOPOLYMER RUBBER Source AC ERGON (Outside Lane) EXTRATIONS (MT-30) SAMPLE NUMBER 1 2 Time 3:50 Time 3:50 Temperature 166 C Temperature 163 C 163 C Sample Wt. (W) 1736.1 Air Wt. 1191.9 1186.3 Weight of Moist (M) 1.4 Water Wt. 672 666.9 Dry Sample Wt. (Ws) 1734.7 Characteristics SSD Wt. 1193.6 1187.6 Corr. AC % 5.59 (97) of Laboratory Volume 521.6 520.7 Total Ext. Wt. (W1) 1637.1 Compacted Sp. Grav. 2.285 2.278 Job Sieve Weight % Dev. Spec. Specimens Voids 2.9 3.2 Mix Size Grams Passing Tol. (MT-34&MT-35) VMA 15.2 1 1/2" 6 Dial 211 1" 6 Stability 2720 100 3/4" 0 100 0 6 Flow 14 97 1/2" 44.9 97.3 0.3 6 Asphalt Content Guage (MT-6) 5.67 87 3/8" 181.7 88.9 1.9 6 Moisture Sample Wt. 500.9 55 #4 703.7 57 2 5 Correction Wt. Water 0.4 37 #8 993.4 39.3 2.3 5 (AASHTO: T110) % Moisture 0.08 #16 5 Corrected Asphalt Content 5.59 20 #30 1283.1 21.7 1,7 4 Sample Wt. 1845 11 #50 1451.9 11.3 0.3 4 Maximum Cal. Wt. 7514 5.4 #200 1528.5 6.7 1.3 1.5 Specific Gravity Final Wt. 8575 TEST STRIP OR ROADWAY DENSITY (TMD-22-06-00-000) (AASHTO: T209) Volume 784 Sublot No. 1 2 3 4 5 Max. Sp.Grav. 2.353 Station 86+60 98+49 101+28 107+40 117+14 Location 1.2 m 0.9 m 2.4 m 0.9 m 0.6 m Crush Count % Thickness 35 mm 41 mm 35 mm 38 mm 35 mm Limestone Retained on #4 Sieve % Air Wt. 565.8 651.2 547.4 616.3 569.1 Agg. Bulk Sp. Grav. 2.545 Water Wt. 316 362.7 307.9 345.4 319 Job Mix AC% 5.2 CORE SSD Wt. 568.2 653.8 549.9 618.3 571.6 VMA = Minimum = DENSITY Volume 252.2 291.1 242 272.9 252.6 Sp. Gravity 2.243 2.237 2.262 2.258 2.253 Average Max. Sp. Gravity 2.353 Density % Density 95.3 95.1 96.1 96 95.8 95.7 109
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FINAL REPORT STATE STUDY NO. 111 PO
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NOTICE The contents of this report
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TABLE OF CONTENTS Section Page CHAP
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22. FWD deflections for Styrelf 37
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SCOPE The experimental design calle
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This policy was not in effect when
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TRAFFIC VOLUMES Traffic for this se
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CHAPTER 3: DESIGN AND CONSTRUCTION
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was then repeated for the surface c
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Table 1. Material Types for Polymer
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Table 4. Actual stationing for test
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Modifier Course Station-to-Station
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CHAPTER 4: TESTING PROCEDURES AND R
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CONTROL Section Both the binder and
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as would be expected for new paveme
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BINDER AIR VOIDS AIR VOIDS, % 9 8 7
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VISCOSITY CHART FOR BINDER COURSES
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AVERAGE SHEAR STRENGTH COMPUTED FRO
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FWD DATA FOR KRATON (Sensor locatio
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FWD DATA FOR NOVOPHALT (Sensor loca
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FWD DATA FOR ULTRAPAVE (Sensor loca
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FWD DATA FOR CRYOPOLYMER RUBBER (Se
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FWD DATA FOR CONTROL SECTION (Senso
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AVERAGE RUT DEPTH (INCHES) 0.40 0.3
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APA AVERAGE RUT DEPTHS OF CORES AT
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Table 8. Relative ranking of the di
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areas of high equivalent single axl
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APPENDIX A ROLLING PATTERNS 56
Page 67 and 68: POLYMER MODIFIED HMA FIELD TRIAL RO
Page 86 and 87: ASPHALT INSPECTORS DAILY REPORT Lot
Page 118 and 119: Lot No. 180 Date 08/07/1996 Project
Page 126 and 127: APPENDIX C MANUAL RUT MEASUREMENTS
Page 128: 120
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