50 2.29 40 8 2.35 6 EVALUATION PAVEMENT DISTRESSES USING PAVEMENT CONDITION INDEX - Diponegoro University | Institutional Repository (UNDIP-IR)

110 Table A.13 Pavement condition survey data sheet of road Asphalt surfaced roads Condition survey data sheet for sample unit N Street : Mslata Road No. of sample: 08 Surveyed by: Group Date: Oct 2010 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 2.40.8 2.03.70 1.01.40 1.01.0 2.302.30 0.602.3

18.39 2.29

18 1 M 1.15.6 3.06.70 0.802.80 3.404 42.10

5.26 40

3 L 152.4 10.53.9 76.95

9.60 8

3 M 3.43.1 2.63.2

18.86 2.35

7 10 M 1.60 2.20 1.00 2.40 3.00 2.30 3.20 2.30 18

2.25 6

13 L 4 4 0.50 12 100 m 8 m Direction of survey 111 Table A.14 Calculation of corrected PCI value Deduct value Total q CDV 1 40 18 12 8 7 3 88 6 42 2 40 18 12 8 7 2 87 5 46 3 40 18 12 8 2 2 82 4 48 4 40 18 12 2 2 2 76 3 50 5 40 18 2 2 2 2 66 2 50 6 40 2 2 2 2 2 50 1 50 Max CDV = 50 PCI = 100- Max CDV = 50 Rating = Fair m = 1+ 998 100-40 = 6.50 Use highest 6 deducts and 0.51 of six deduct

0.50 6=3

112 Table A.15 Pavement condition survey data sheet of road Asphalt surfaced roads Condition survey data sheet for sample unit N Street : Mslata Road No. of sample: 09 Surveyed by: Group Date: Oct 2010 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 2.14.3 5.21.70 21.90 1.91.3 1.03 1.83.8 1.71.3 1.06.3

42.49 5.31

28 1 M 0.91.6 0.82.0 1.04.7 51.25

6.4 40

3 L 0.33.3 0.74.8 0.81.0 0.93.2 6.03

0.75 -

3 M 0.52.7 1.10.4 2.03

0.25 -

10 L 3.5 2.00 1.50 1.30 1.00 3.80 4.30 0.90 2.40 1.50 2.00 2.50

26.70 3.3

3 10 M 1.90 2.60 2.00 2.45 3.20 2.10 2.90 3.80 2.60 23.55

2.9 8

19 M 810 80 10 18 100 m 8 m Direction of survey 113 Table A.16 Calculation of corrected PCI value Deduct value Total q CDV 1 40 28 18 8 1.50

95.5 4

56 2 40 28 18 2 1.50 89.5 3 58 3 40 28 2 2 1.50

73.5 2

54 4 40 2 2 2 1.50

47.5 1

48 Max CDV = 58 PCI = 100- Max CDV = 42 Rating = Fair m = 1+ 998 100-40 = 6.50 10 Use highest 6 deducts and 0.50 of six deduct

0.50 3=1.50