Facts & Figures Book - KPI-JCI

Lbs.PerSq.TONS OF MATERIAL REQUIRED PER MILE FOR VARIOUS WIDTHS AND POUNDS PER SQUARE YARDNOTE: Formula used forcalculation is as follows:_____( ) ( 5280) R( )Ww = __ ____ = 0.2933 RW3 3 2000WIDTH - FEETYd. 1 2 3 4 5 6 7 8 9 10 20 30 40 50 601 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.3 2.6 2.9 5.9 8.8 11.7 14.7 17.62 0.6 1.2 1.8 2.3 2.9 3.5 4.1 4.7 5.3 5.9 11.7 17.6 23.5 29.3 35.23 0.9 1.8 2.6 3.5 4.4 5.3 6.2 7.0 7.9 8.8 17.6 26.4 35.2 44.0 52.84 1.2 2.3 3.5 4.7 5.9 7.0 8.2 9.4 10.6 11.7 23.5 35.2 46.9 58.7 70.45 1.5 2.9 4.4 5.9 7.3 8.8 10.3 11.7 13.2 14.7 29.3 44.0 58.7 73.3 88.06 1.8 3.5 5.3 7.0 8.8 10.6 12.3 14.1 15.8 17.6 35.2 52.8 70.4 88.0 105.67 2.1 4.1 6.2 8.2 10.3 12.3 14.4 16.4 18.5 20.5 41.1 61.5 82.1 102.7 123.28 2.3 4.7 7.0 9.4 11.7 14.1 16.4 18.8 21.1 23.5 46.9 70.4 93.9 117.3 140.89 2.6 5.3 7.9 10.6 13.2 15.8 18.5 21.1 23.8 26.4 52.8 79.2 105.6 132.0 158.410 2.9 5.9 8.8 11.7 14.7 17.6 20.5 23.5 26.4 29.3 58.7 88.0 117.3 146.7 176.020 5.9 11.7 17.6 23.5 29.3 35.2 41.1 46.9 52.8 58.7 117.3 176.0 234.7 293.3 352.030 8.8 17.6 26.4 35.2 44.0 52.8 61.6 70.4 79.2 88.0 176.0 264.0 352.0 440.0 527.940 11.7 23.5 35.2 46.9 58.7 70.4 82.1 93.9 105.6 117.3 234.7 352.0 469.3 586.7 704.050 14.7 29.3 44.0 58.7 73.3 88.0 102.7 117.3 132.0 146.7 293.3 440.0 586.7 733.3 880.060 17.6 35.2 52.8 70.4 88.0 105.6 123.2 140.8 158.4 176.0 352.0 528.0 704.0 880.0 1056.070 20.5 41.1 61.6 82.1 102.7 123.2 143.7 164.3 184.8 205.3 410.7 616.0 821.3 1026.7 1232.080 23.5 46.9 70.4 93.9 117.3 140.8 164.3 187.7 211.2 234.7 469.3 704.0 938.7 1173.3 1408.090 26.4 52.8 79.2 105.6 132.0 158.4 184.8 211.2 237.6 264.0 528.0 792.0 1056.0 1320.0 1584.0100 29.3 58.7 88.0 117.3 146.7 176.0 205.3 234.7 264.0 293.3 586.7 880.0 1173.3 1466.7 1760.0200 58.7 117.3 176.0 234.7 293.3 352.0 410.7 469.3 528.0 586.7 1173.3 1760.0 2346.7 2933.3 3520.0300 88.0 176.0 264.0 352.0 440.0 528.0 616.0 704.0 792.0 880.0 1760.0 2640.0 3520.0 4400.0 5280.0400 117.3 234.7 352.0 469.3 586.7 704.0 821.3 938.7 1056.0 1173.3 2346.7 3520.0 4693.3 5866.7 7040.0500 146.7 293.3 440.0 586.7 733.3 880.0 1026.7 1173.3 1320.0 1466.7 2933.3 4400.0 5866.7 7333.3 8800.0600 176.0 352.0 528.0 704.0 880.0 1056.0 1232.0 1408.0 1584.0 1760.0 3520.0 5280.0 7040.0 8800.0 10560.0700 205.3 410.7 616.0 821.3 1026.7 1232.0 1437.3 1642.7 1848.0 2053.3 4106.7 6160.0 8213.3 10266.7 12320.0800 234.7 469.3 704.0 938.7 1173.3 1408.0 1642.7 1877.3 2112.0 2346.7 4693.3 7040.0 9386.7 11733.3 14080.0900 264.0 528.0 792.0 1056.0 1320.0 1584.0 1848.0 2112.0 2376.0 2640.0 5280.0 7920.0 10560.0 13200.0 15840.01000 293.3 586.7 880.0 1173.3 1466.7 1760.0 2053.3 2346.7 2640.0 2933.3 5866.7 8800.0 11733.3 14666.7 17600.0Where w = Weight of material in tons per mileR = Rate of application in lbs. per sq. yd.W = Width of application in feetData FromThe Asphalt Institute237