7.74 31 5.4 5 5 EVALUATION PAVEMENT DISTRESSES USING PAVEMENT CONDITION INDEX - Diponegoro University | Institutional Repository (UNDIP-IR)

101 Table A.4 Calculation of corrected PCI value Deduct value Total q CDV 1 31 30 12 7 4.50

84.5 5

44 2 31 30 12 7 2 82 4 48 3 31 30 12 2 2 77 3 52 4 31 30 2 2 2 67 2 50 5 31 2 2 2 2 39 1 40 Max CDV = 52 PCI = 100- Max CDV = 48 Rating = Fair m = 1+ 998 100-58 = 4.90 Use highest 4 deducts and 0.90 of six deduct

0.90 5=4.50

102 Table A.5 Pavement condition survey data sheet for road Table A.6 Calculation of corrected PCI value Asphalt surfaced roads Condition survey data sheet for sample unit N Street : Mslata Road No. of sample: 04 Surveyed by: Date: 1 AlligatorFatigue cracking 6 Depression 11 Patching Utility patch 16 Shoving 2 Bleeding 7 Edge cracking 12 Polished Aggregate 17 Slippage 3 Block cracking 8 Reflection cracking 13 Potholes 18 Swell 4 Bumps and sags 9 Lane shoulder drop 14 Rutting 19 Raveling Weathering 5 corrugation 10 Longitudinal Transverse 15 Railroad crossing Distress severity Quantity Total Density Deduct Value 1 L 5.07 26.25 2.325 5.04 14.04 19.25

71.97 8.99

32.5 1 H

2.25 2.34 2.1 12.27

0.8 28

3 H 15.3

15.3 1.91

7.5 11 L

22 22 2.75 5 13 M 2 2

0.25 12.5

100 m 8 m Direction of survey 103 Deduct value Total q CDV 1 32.5 28 12.5 7.5 0.95

81.45 4

48 2 32.5 28 12.5 2 0.95

75.95 3

50 3 32.5 28 2 2 0.95 65.45 50 4 32.5 2 2 2 0.95 39.45 1 40 Max CDV = 50 PCI = 100- Max CDV = 50 Rating = Fair m = 1+ 998100-32.5 = 7.19 Use highest 6 deducts and 0.96 of six deduct

0.19 5=0.95