17.5 3.7 10 M 2.6 1 EVALUATION PAVEMENT DISTRESSES USING PAVEMENT CONDITION INDEX - Diponegoro University | Institutional Repository (UNDIP-IR)

99 le B.2 Calculation of corrected PCI value Deduct value Total q CDV 1 50 17.5 15 12 9 1.5 105 5 56 2 50 17.5 15 12 2 1.5 89 4 56 3 50 17.5 15 2 2 1.5 99 3 56 4 50 17.5 2 2 2 1.5 55 55 5 50 2 2 2 2 1.5

58.5 1

58 Max CDV = 58 PCI = 100- Max CDV = 42 Rating = Fair m = 1+ 998 100-50 = 5.59 Use highest 5 deducts and 0.59 of six deduct 0.592.5=1.5 100 Table A.3 Pavement condition survey data sheet for road Asphalt surfaced roads Condition survey data sheet for sample unit N Street : Mslata Road No. of sample: 03 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 23.5 3.53.0 5.42.7 2.355.1 2.453 3.53

61.91 7.74

30 1 M 1.53 2.253 1.73.7 1.92 21.34

2.66 31

3 M 13 1.50.6 3.9

0.48 10 M

6.80 2.70 4.00 2.90 2.40 2.20 2.50 2.16 2.80 3.80 3.50 3.90 4.05

43.45 5.4

12 11 L 12 12

1.5 5

13M 1 3 0.125 7 100 m 8 m Direction of survey 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