This report, which is part of a two-volume set, documents the results of a study to evaluate and

quantify the variability of pavement distress data collected in the Long-Term Pavement

Performance (LTPP) program. Analyses were performed on both manual and film-derived

distress data. General trends ofthe distress data were first investigated, followed by statistical

analyses ofrepeatability ai1.d detection of variability sources. Distress data bias and precision

were also quantified. In addition, a comparison of variability betvveen manual and film-derived

distress data was conducted. This report will be ofinterest to engineers involved in pavement

design, pavement performance evaluation and prediction, and pavement maintenance and

rehabilitation.

Sufficient copies oftms report are being distributed to provide two copies to each FHVJA

resource center and three copies to each FHWA division office and each State highway agency.

Direct distribution is being made to the division offices. Additional copies for the public are

available from the National Technical Infonnation Service (NTIS), 5285 Port Royal Road,

Springfield, Virginia 22161.

------h - I, /~/flt/lA J7;T\

T. Paul Teng, P.E. (j Director

Office ofInfrastructure

Research ac,d Development

NOTICE

This document is disseminated under the sponsorship ofthe Department of Transportation in the

interest of information exchange. The United States Goverament assumes no liability for its

contents or use thereof. This report does not constitute a standard, specification, or regulation.

The United States Government does not endorse products or manufacturers. Trade and

manufacturers' names appear in this report only because they are considered essential to the

object ofthe document.
1. Report No.

FHWA-RD-99-075

2. Government Accession No.

Technical Report Documentation Page

3. Recipient's Catalog No.

6. Performing Organization Code

5. Report Date

September 1999

4. Title and Subtitle.

STUDY OF LTPP DISTRESS DATA VARIABILITY

VOLUME II: Appendix A: Tables and Figures for Manual Distress Data Analysis,

Appendix B: Figures for PASCO/PADIAS Distress Data Analysis,

Appendix C: Figures for Comparison of Manual and PASCO/PADIAS Distress

H7.'IJ;.AEUaiU.,.,-th-o""7 r(S--..)--------------------------l 8. Performing Organization Report No.

G.R. Rada, C.L. Wu, R.K. Bhandari, A.R. Shekharan, G.E. Elkins, J.S. Miller

9. Performing Organization Name and Address

Law PCS

A Division of LAW Engineering and Environmental Services, Inc.

12104 Indian Creek Court, Suite A

Beltsville, Maryland 20705-1242

12. Sponsoring Agency Name and Address

Office of Infrastructure Research and Development

Federal Highway Administration

6300 Georgetown Pike

McLean, Virginia 22011-2296

15. Supplementary Notes

Contracting Officer's Technical Representative - Monte Symons, HRDI-13

16. Abstract

10. Work Unit No. (TRAIS)

11. Contract or Grant No.

DTFH61-97-C-00002

Final Report

January 1997 - December 1998

14. Sponsoring Agency Code

Reliable distress data for pavement performance model development and validation, and other pavement engineering products,

are critical to the success of the Long-Term Pavement Performance (LTPP) program. Confidence in distress data requires a

measure of error because of the bias and precision components of its variability. No systematic evaluation has been performed

to quantify the bias and variability associated with both the manual and PASCO film-based distress data. In view of this, this

study was undertaken by the Federal Highway Administration (FHWA) to assess the variability of the LTPP distress data,

including those in the Information Management System (IMS) and those currently being collected using either photographic or

manual methods.

This second volume of the report contains all tables and figures developed in this study. Volume I of the report is:

FHWA-RD-99-074 Volume I Study of LTPP Distress Data Variability

17. Key Words

Pavement Distress; Pavement Evaluation; Manual Survey;

Film-Derived Distress Data; Distress Data Variability; Bias

and Precision; LTPP

18. Distribution Statement

No restrictions. This document is available to the public through

the National Technical Information Service, Springfield, VA

22161

19. Security Classif. (of this report)

Unclassified

Form DOT F 1700.7 (8-72)

20. Security Classif. (of this page)

Unclassified

Reproduction of completed page authorized

21. No. of Pages 22. Price

366

This form was electronically produced by Elite Federal Forms, Inc.
•• •

APPROXIMATE CONVERSIONS TO SI UNITS APPROXIMATE CONVERSIONS FRO

Symbol When You Know Multiply By To Find .Symbol Symbol When You Know Multiply By T

LENGTH LENGTH

in inches 25.4 millimeters mm mm millimeters 0.039 

It feet 0.305 meters m m meters 3.28 

yd yards 0.914 meters m m meters 1.09 

mi miles 1.61 kilometers km km kilometers 0.621 

AREA AREA

in' square inches 645.2 square millimeters mm' mm, square millimeters 0.0016 

ftZ square feet 0.093 square meters m' m, square meters 10.764 

ycfl square yards 0.836 square meters m, m' square meters 1.195 

ac aaas 0.405 hectares ha ha hectares 2.47 a

mP square miles 2.59 square kilometers km' km' square kilometers 0.386 

VOLUME VOLUME

f10z fluidounces 29.57 milliliters mL mL milliliters 0.034 f

gal gallons 3.785 liters L L liters 0.264 

It' cubic feet 0.028 cubic meters m3 m3 cubic meters 35.71 

yd' cubic yards 0.765 cubic meters m3 m3 cubic meters 1.307 

NOTE: Volumes greater than 1000 I shall be shown in m3•

MASS MASS

oz ounces 28.35 grams g g grams 0.035 o

Ib pouilds -0.454 kilograms kg kg kilograms 2.202 p

T short tons (2Ooolb) 0.907 megagrams Mg Mg megagrams 1.103 s

(or "metric ton") (or "to) (or "to) (or "metric ton")

TEMPERATURE (exact) TEMPERATURE (exact)

of Fahrenheit 5(F-32)19 Celcius °C °C Celcius 1.8C + 32 F

temperature or (F-32)11.8 temperature temperature t

ILLUMINATION ILLUMINATION

fc foot-eandles 10.76 lux Ix Ix lux 0.0929 f

fI foot-Lamberts 3.426 candela/m' cdfm' cdfm' candela/mt 0.2919 f

FORCE and PRESSURE or STRESS FORCE and PRESSURE or STR

Ibf poundforce 4.45 newtons N N newtons 0.225 p

IbfJin' poundforce per 6.89 kilopascals kPa kPa kilopascals 0.145 p

square inch s

• 5111 the symbol for the International System of Units. Appropriate (Re

rounding should be made to comply with Section 4 of ASTM E380.
TABLE OF CONTENTS

VOLUME II

APPENDIX A - TABLES AND FIGURES FOR MANUAL DISTRESS

DATA ANALYSIS 1

APPENDIX B - FIGURES FOR PASCOIPADIAS DISTRESS DATA ..

ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 83

APPENDIX C - FIGURES FOR COMPARISON OF MANUAL AND

PASCOIPADIAS DISTRESS DATA 299

111
LIST OF TABLES

VOLUME II

1. Results of Bias Analysis Based on Square Root Transformation for

AC Pavements 1

2. Results of Bias Analysis Based on Square Root Transformation for

PCC Pavements 6

IV
LIST OF FIGURES

VOLUME II

Figure

1. Fatigue Cracking (Sq. Meters) - AC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values 13

2. Longitudinal Cracking WP (Meters) - AC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values 14

3. Longitudinal Cracking NWP (Meters) - AC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values 15

4. Transverse Cracking (No.) - AC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values. . . . . . . . 16

5. Transverse Cracking (Meters) - AC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values. . . . . . . . 17

6. Corner Breaks (No.) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values. . . . . . . . 18

7. Longitudinal Cracking (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values. . . . . . . . 19

8. Longitudinal Cracking Sealed (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values 20

9. Transverse Cracking (No.) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values. . . . . . . . 21

10. Transverse Cracking (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values 22

11. Transverse Cracking Sealed (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values. . . . . . . . 23

12. Joint Seal Damage of Longitudinal Joints (No.) - PCC Pavements, Manual

Surveys: Reference and Individual Minimum, Mean, and Maximum Values.. 24

13. Joint Seal Damage of Longitudinal Joints (Meters) - PCC Pavements, Manual

Surveys: Reference and Individual Minimum, Mean, and Maximum Values.. 24

14. Joint Seal Damage of Transverse Joints (No.) - PCC Pavements, Manual

Surveys: Reference and Individual Minimum, Mean, and Maximum Values.. 25

15. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values 26

16. Spalling of Transverse Joints (No.) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values 27

17. Spalling of Transverse Joints (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values. . . . . . . . 28

18. Polished Aggregate (Sq. Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values 29

19. Popouts (No.) - PCC Pavements, Manual Surveys: Reference

and Individual Minimum, Mean, and Maximum Values. . . . . . . . . . . . . . . 29

v
LIST OF FIGURES (Continued)

Figure

20. Patch/Patch Deterioration Rigid (No.) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values. . . . . . . . 30

21. Patch/Patch Deterioration Rigid (Sq. Meters) - PCC Pavements, Manual

Surveys: Reference and Individual Minimum, Mean, and Maximum Values.. 31

22. Fatigue Cracking (Sq. Meters) - AC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean 32

23. Longitudinal Cracking WP (Meters) - AC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean 33

24. Longitudinal Cracking NWP (Meters) - AC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . 34

25. Transverse Cracking (No.) - AC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean 35

26. Transverse Cracking (Meters) - AC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . 36

27. Corner Breaks (No.) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean 37

28. Longitudinal Cracking (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean 38

29. Transverse Cracking (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean 39

30. Transverse Cracking (No.) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . 40

31. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . 41

32. Spalling of Transverse Joints (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean 42

33. Spalling of Transverse Joints (No.) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean 43

34. Fatigue Cracking (Sq. Meters) - AC Pavements, Manual Surveys:

Standard Deviation Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44

35. Longitudinal Cracking WP (Meters) - AC Pavements, Manual Surveys:

Standard Deviation Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45

36. Longitudinal Cracking NWP (Meters) - AC Pavements, Manual Surveys:

Standard Deviation Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46

37. Transverse Cracking (No.) - AC Pavements, Manual Surveys:

Standard Deviation Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 47

38. Transverse Cracking (Meters) - AC Pavements, Manual Surveys:

Standard Deviation Vs. Mean. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 48

39. Corner Breaks (No.) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean 49

VI
LIST OF FIGURES (Continued)

Figure

40. Longitudinal Cracking (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50

41. Transverse Cracking (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51

42. Transverse Cracking (No.) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean 52

43. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean 53

44. Spalling of Transverse Joints (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54

45. Spalling of Transverse Joints (No.) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean 55

46. Fatigue Cracking (Sq. Meters) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values 56

47. Longitudinal Cracking WP (Meters) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values 57

48. Longitudinal Cracking NWP (Meters) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values 58

49. Transverse Cracking (No.) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values 59

50. Transverse Cracking (Meters) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values 60

51. Patch/Patch Deterioration (No.) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values 61

52. Patch/Patch Deterioration (Sq. Meters) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values 62

53. Potholes (No.) - AC Pavements, Manual Surveys:

Reference, Team, and Individual Values 63

54. Potholes (Sq. Meters) - AC Pavements, Manual Surveys:

Reference, Team, and Individual Values 64

55. Corner Breaks (No.) - PCC Pavements, Manual Surveys:

Reference, Team, and Individual Values 65

56. Longitudinal Cracking (Meters) - PCC Pavements, Manual Surveys:

Reference, Team, and Individual Values 66

57. Transverse Cracking (No.) - PCC Pavements, Manual Surveys:

Reference, Team, and Individual Values 67

58. Transverse Cracking (Meters) -PCC Pavements, Manual Surveys:

Reference, Team, and Individual Values 68

59. Joint Seal Damage of Longitudinal Joints (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 69

Vll
LIST OF FIGURES (Continued)

Figure

60. Joint Seal Damage of Longitudinal Joints (Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 69

61. Joint Seal Damage of Transverse Joints (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 70

62. Spalling of Longitudinal Joints (Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 71

63. Spalling of Transverse Joints (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 72

64. Spalling of Transverse Joints (Meters) -PCC Pavements, Manual Surveys:

Reference, Team, and Individual Values 73

65. Map Cracking (No.) - PCC Pavements, Manual Surveys:

Reference, Team, and Individual Values 74

66. Map Cracking (Sq. Meters) - PCC Pavements, Manual Surveys:

Reference, Team, and Individual Values 74

67. Scaling (No.) - PCC Pavements, Manual Surveys:

Reference, Team, and Individual Values 75

68. Scaling (Sq. Meters) - PCC Pavements, Manual Surveys:

Reference, Team, and Individual Values 75

69. Polished Aggregate (Sq. Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 76

70. Patch/Patch Deterioration Flex. (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 77

71. Patch/Patch Deterioration Flex. (Sq. Meters) -PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 78

72. Patch/Patch Deterioration Rigid (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 79

73. Patch/Patch Deterioration Rigid (Sq. Meters) -PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 80

74. Water Bleeding and Pumping (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 81

75. Water Bleeding and Pumping (Sq. Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values 81

76. Fatigue Cracking (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions 83

77. Edge Cracking (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions. . . . . . . . . . . . . . . 84

78. Longitudinal Cracking, Wheel Path (Meters) - AC Pavements,

PASCO/PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Individual Raters for Three Repetitions. . . 85

Vlll
LIST OF FIGURES (Continued)

Figure

79. Longitudinal Cracking Sealed WP (Meters) - AC Pavements,

PASCO/PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Individual Raters for Three Repetitions. . . 86

80. Longitudinal Cracking, NWP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions 87

81. Longitudinal Cracking Sealed NWP (Meters) - AC Pavements,

PASCO/PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Individual Raters for Three Repetitions. . . 88

82. Transverse Cracking (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions 89

83. Transverse Cracking (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Individual Raters for Three Repetitions. 90

84. Transverse Cracking, Sealed (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions. . . . . . . . . . . . . . . 91

85. Patch/Patch Deterioration (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions. . . . . . . . . . . . . . . 92

86. Patch/Patch Deterioration (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions 93

87. Bleeding (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions. . . . . . . . . . • . . . . 94

88. Raveling (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions 95

89. Fatigue Cracking (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Teams for Three Repetitions 96

90. Longitudinal Cracking, Wheel Path (Meters) - AC Pavements,

PASCO/PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Valu.es for Experts and Teams for Three Repetitions 97

91. Longitudinal Cracking, Sealed, Wheel Path (Meters) - AC Pavements,

PASCO/PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Teams for Three Repetitions 98

ix
LIST OF FIGURES (Continued)

92. Longitudinal Cracking, NWP (Meters) - AC Pavements, PASCOIPADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions. 99

93. Longitudinal Cracking, Sealed, NWP (Meters) - AC Pavements,

PASCOIPADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Teams for Three Repetitions. . 100

94. Transverse Cracking (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions 101

95. Transverse Cracking (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions 102

96. Transverse Cracking, Sealed (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions 103

97. Patch/Patch Deterioration (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions. . . . . . . . . . . . . . . . . 104

98. Patch/Patch Deterioration (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions. . . . . . . . . . . . . . . . . 105

99. Bleeding (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions 106

100. Corner Breaks (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions. . . . . . . . . . . . . . . 107

101. Longitudinal Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions. . . . . . . . . . . . . . . 108

102. Longitudinal Cracking Sealed (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions 109

103. Transverse Cracking (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions 110

104. Transverse Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions. . . . . . . . . . . . . . . 111

x
LIST OF FIGURES (Continued)

105. Transverse Cracking Sealed (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions. . 112

106. Joint Seal Damage of Transverse Joints (No.) - PCC Pavements,

PASCO/PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Individual Raters for Three Repetitions... 113

107. Joint Seal Damage of Longitudinal Joints (No.) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Individual Raters for Three Repetitions 114

108. Joint Seal Damage of Longitudinal Joints (Meters) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Individual Raters for Three Repetitions 114

109. Spalling of Longitudinal Joints (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions. . 115

110. Spalling of Transverse Joints (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions 116

111. Spalling of Transverse Joints (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions. . . . . . . . . . . . . . . 117

112. Map Cracking (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Individual Raters for Three Repetitions. . . . . . . . . . 118

113. Map Cracking (Sq. Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Individual Raters for Three Repetitions 118

114. Popouts (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Individual Raters for Three Repetitions. . . . . . . . . . 119

115. Polished Aggregate (Sq. Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Individual Raters for Three Repetitions. . . . : . . . . . 119

116. Patch/Patch Deterioration Flexible (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions 120

117. Patch/Patch Deterioration Flexible (Sq. Meters) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Individual Raters for Three Repetitions 121

Xl
LIST OF FIGURES (Continued)

Figure Page

118. Patch/Patch Deterioration Rigid (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Individual Raters for Three Repetitions : 122

119. Patch/Patch Deterioration Rigid (Sq. Meters) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Individual Raters for Three Repetitions 123

120. Corner Breaks (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Teams for Three Repetitions 124

121. Longitudinal Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Teams for Three Repetitions. . . . . . . . . . . . . . . . . . . . . . 125

122. Transverse Cracking (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Teams for Three Repetitions 126

123. Transverse Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Teams for Three Repetitions 127

124. Transverse Cracking Sealed (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Teams for Three Repetitions 128

125. Joint Seal Damage of Transverse Joints (No.) - PCC Pavements,

PASCO/PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Teams for Three Repetitions 129

126. Joint Seal Damage of Longitudinal Joints (No.) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Teams for Three Repetitions 130

127. Joint Seal Damage of Longitudinal Joints (Meters) - PCC Pavements,

PASCO/PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Teams for Three Repetitions 130

128. Spalling of Longitudinal Joints (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Teams for Three Repetitions 131

129. Spalling of Transverse Joints (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Teams for Three Repetitions 132

130. Spalling of Transverse Joints (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values

for Experts and Teams for Three Repetitions 133

xu
LIST OF FIGURES (Continued)

Figure

131. Map Cracking (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions. 134

132. Map Cracking (Sq. Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions. . 134

133. Scaling (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions. . 135

134. Scaling (Sq. Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions. . 135

135. Popouts (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions 136

136. Patch/Patch Deterioration Flexible (No.) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Teams for Three Repetitions 137

137. Patch/Patch Deterioration Flexible (Sq. Meters) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, and Minimum, Mean, and

Maximum Values for Experts and Teams for Three Repetitions 138

138. Fatigue Cracking (Sq. Meters) - AC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 139

139. Longitudinal Cracking WP (Meters) - AC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 140

140. Longitudinal Cracking NWP (Meters) - AC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 141

141. Transverse Cracking (No.) - AC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 142

142. Transverse Cracking (Meters) - AC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 143

143. Fatigue Cracking (Sq. Meters) - AC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 144

144. Longitudinal Cracking WP (Meters) - AC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 145

145. Longitudinal Cracking NWP (Meters) - AC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 146

146. Transverse Cracking (No.) - AC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 147

Xlll
LIST OF FIGURES (Continued)

Figure Page

147. Transverse Cracking (Meters) - AC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 148

148. Fatigue Cracking (Sq. Meters) - AC Pavements, Teams,

PASCO Method: cra and crw Vs. Mean 149

149. Longitudinal Cracking WP (Meters) - AC Pavements, Teams,

PASCO Method: cra and crw Vs. Mean 150

150. Longitudinal Cracking NWP (Meters) - AC Pavements, Teams,

PASCO Method: cra and crw Vs. Mean 151

151. Transverse Cracking (No.) - AC Pavements, Teams,

PASCO Method: cra and crw Vs. Mean 152

152. Transverse Cracking (Meters) - AC Pavements, Teams,

PASCO Method: cra and crw Vs. Mean 153

153. Corner Breaks (No.) - PCC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 154

154. Longitudinal Cracking (Meters) - PCC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 155

155. Transverse Cracking (No.) - PCC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 156

156. Transverse Cracking (Meters) - PCC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 157

157. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 158

158. Spalling of Transverse Joints (No.) - PCC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 159

159. Spalling of Transverse Joints (Meters) - PCC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean 160

160. Corner Breaks (No.) - PCC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 161

161. Longitudinal Cracking (Meters) - PCC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 162

162. Transverse Cracking (No.) - PCC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 163

163. Transverse Cracking (Meters) - PCC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 164

164. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 165

165. Spalling of Transverse Joints (No.) - PCC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 166

166. Spalling of Transverse Joints (Meters) - PCC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean 167

xiv
LIST OF FIGURES (Continued)

Figure

167. Corner Breaks (No.) - PCC Pavements, Teams,

PASCO Method: era and erw Vs. Mean 168

168. Longitudinal Cracking (Meters) - PCC Pavements, Teams,

PASCO Method: era and erw Vs. Mean 169

169. Transverse Cracking (No.) - PCC Pavements, Teams,

PASCO Method: era and erw Vs. Mean 170

170. Transverse Cracking (Meters) - PCC Pavements, Teams,

PASCO Method: era and erw Vs. Mean 171

171. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Teams,

PASCO Method: era and erw Vs. Mean 172

172. Spalling of Transverse Joints (No.) - PCC Pavements, Teams,

PASCO Method: era and erw Vs. Mean 173

173. Spalling of Transverse Joints (Meters) - PCC Pavements, Teams,

PASCO Method: era and erw Vs. Mean 174

174. Fatigue Cracking (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 175

175. Edge Cracking (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 176

176. Longitudinal Cracking WP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams. . 177

177. Longitudinal Cracking Sealed WP (Meters) - AC Pavements,

PASCO/PADIAS: Reference, Consensus, Experts, Individuals & Teams... 178

178. Longitudinal Cracking NWP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams. . 179

179. Longitudinal Cracking Sealed NWP (Meters) - AC Pavements,

PASCO/PADIAS: Reference, Consensus, Experts, Individuals & Teams... 180

180. Transverse Cracking (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 181

181. Transverse Cracking (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 182

182. Transverse Cracking Sealed (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 183

183. Patch/Patch Deterioration (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 184

184. Patch/Patch Deterioration (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 185

185. Bleeding (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 186

186. Corner Breaks (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 187

xv
LIST OF FIGURES (Continued)

Figure Page

187. Longitudinal Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 188

188. Longitudinal Cracking Sealed (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 189

189. Transverse Cracking (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 190

190. Transverse Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 191

191. Transverse Cracking Sealed (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 192

192. Joint Seal Damage of Longitudinal Joints (No.) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, Experts, Individuals & Teams 193

193. Joint Seal Damage of Longitudinal Joints (Meters) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, Experts, Individuals & Teams 193

194. Joint Seal Damage of Transverse Joints (No.) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, Experts, Individuals & Teams 194

195. Spalling of Longitudinal Joints (Meters) - PCC Pavements, PASCO/PADIAS: \

Reference, Consensus, Experts, Individuals & Teams 195

196. Spalling of Transverse Joints (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 196

197. Spalling of Transverse Joints (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 197

198. Polished Aggregate (Sq. Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 198

199. Popouts (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 198

200. Patch/Patch Deterioration Flexible (No.) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, Experts, Individuals & Teams 199

201. Patch/Patch Deterioration Flexible (Sq. Meters) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, Experts, Individuals & Teams 200

202. Patch/Patch Deterioration Rigid (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals & Teams 201

203. Patch/Patch Deterioration Rigid (Sq. Meters) - PCC Pavements, PASCOI

PADIAS: Reference, Consensus, Experts, Individuals & Teams 202

204. Fatigue Cracking (Sq. Meters) - AC Pavements, Expert Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean 203

205. Longitudinal Cracking NWP (Meters) - AC Pavements, Experts, PASCO Method:

Standard Deviation/RMSE Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . 204

206. Longitudinal Cracking WP (Meters) - AC Pavements, Experts, PASCO Method:

Standard Deviation/RMSE Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . 205

XVI
LIST OF FIGURES (Continued)

Figure Page

207. Transverse Cracking (No.) - AC Pavements, Experts, PASCO Method:

Standard DeviationiRMSE Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . 206

208. Transverse Cracking (Meters) - AC Pavements, Experts, PASCO Method:

Standard DeviationiRMSE Vs. Mean 207

209. Fatigue Cracking (Sq. Meters) - AC Pavements, Individual Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 208

210. Longitudinal Cracking WP (Meters) - AC Pavements, Indvidual Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 209

211. Longitudinal Cracking NWP (Meters) - AC Pavements, Individual Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 210

212. Transverse Cracking (No.) - AC Pavements, Individual Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 211

213. Transverse Cracking (Meters) - AC Pavements, Individual Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 212

214. Fatigue Cracking (Sq. Meters) - AC Pavements, Teams:

Standard DeviationiRMSE Vs. Mean 213

215. Longitudinal Cracking NWP (Meters) - AC Pavements, Teams:

Standard DeviationiRMSE Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . 214

216. Longitudinal Cracking WP (Meters) - AC Pavements, Teams:

Standard DeviationiRMSE Vs. Mean 215

217. Transverse Cracking (No.) - AC Pavements, Teams:

Standard DeviationiRMSE Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . 216

218. Transverse Cracking (Meters) - AC Pavements, Teams:

Standard DeviationiRMSE Vs. Mean. . . . . . . . . . . . . . . . . . . . . . . . . . . 217

219. Corner Breaks (No.) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 218

220. Longitudinal Cracking (Meters) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 219

221. Transverse Cracking (No.) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 220

222. Transverse Cracking (Meters) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 221

223. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 222

224. Spalling of Transverse Joints (No.) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 223

225. Spalling of Transverse Joints (Meters) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 224

226. Corner Breaks (No.) - PCC Pavements, Individual Raters,

PASCO Method: Standard DeviationiRMSE Vs. Mean 225

xvii
LIST OF FIGURES (Continued)

Figure Page

227. Longitudinal Cracking (Meters) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean 226

228. Transverse Cracking (No.) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean 227

229. Transverse Cracking (Meters) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean 228

230. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean 229

231. Spalling of Transverse Joints (No.) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean 230

232. Spalling of Transverse Joints (Meters) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean 231

233. Corner Breaks (No.) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean 232

234. Longitudinal Cracking (Meters) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean 233

235. Transverse Cracking (No.) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean 234

236. Transverse Cracking (Meters) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean 235

237. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean 236

238. Spalling of Transverse Joints (No.) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean 237

239. Spalling of Transverse Joints (Meters) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean 238

240. Comparison of PADIAS v1.x and v4.x - AC Pavements,

Fatigue Cracking (Sq. Meters). . 239

241. Comparison of PADIAS v1.x and v4.x - AC Pavements,

Longitudinal Cracking (Meters). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 240

242. Comparison of PADIAS v1.x and v4.x - AC Pavements,

Transverse Cracking (Meters) 241

243. Comparison of PADlAS v1.x and v4.x - AC Pavements,

Transverse Cracking (No.) 242

244. Comparison of PADIAS v1.x and v4.x - AC Pavements,

AC Patch (Sq. Meters) 243

245. Comparison of PADIAS v1.x and v4.x - AC Pavements,

AC Patch (No.) 244

246. Comparison of PADIAS v1.x and v4.x - AC Pavements,

Potholes (Sq. Meters) 245

XVlll
LIST OF FIGURES (Continued)

Figure

247. Comparison of PADIAS v1.x and v4.x - AC Pavements,

Potholes (No.) 246

248. Comparison of PADlAS v1.x and v4.x - AC Pavements,

Bleeding (Sq. Meters) 247

249. Comparison of PADIAS v1.x and v4.x - AC Pavements,

Raveling (Sq. Meters). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 248

250. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

Corner Break (No.). 249

251. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

Longitudinal Cracking (Meters) 250

252. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

Transverse Cracking (Meters). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 251

253. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

Transverse Cracking (No.) 252

254. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

Transverse Joint Seal Damage (No.) 253

255. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

Spalling of Longitudinal Joints (Meters). . . . . . . . . . . . . . . . . . . . . . . . . 254

256. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

Spalling of Transverse Joints (Meters). . 255

257. Comparison of PADlAS v1.x and v4.x - JPC Pavements,

Spalling of Transverse Joints (No.). . 256

258. Comparison of PADIAS v1.x and v4.x -

JPC Pavements, Polished Aggregate (Sq. Meters) 257

259. Comparison of PADIAS v1.x and v4.xJPC Pavements, Popouts (No.) 258

260. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

AC Patch (Sq. Meters). . 259

261. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

AC Patch (No.) 260

262. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

PCC Patch (Sq. Meters). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 261

263. Comparison of PADlAS v1.x and v4.x - JPC Pavements,

PCC Patch (No.). 262

264. Comparison of PADIAS v1.x and v4.x - CRC Pavements,

Longitudinal Cracking (Meters). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 263

265. Comparison of PADIAS v1.x and v4.x - CRC Pavements,

Transverse Cracking (Meters). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 264

266. Comparison of PADIAS v1.x and v4.x - CRC Pavements,

Transverse Cracking (No.). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 265

XIX
LIST OF FIGURES (Continued)

Figure Page

267. Comparison of PADIAS vl.x and v4.x - CRC Pavements,

Scaling (Sq. Meters). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 266

268. Comparison of PADIAS v1.x and v4.x - CRC Pavements,

Scaling (No.) 267

269. Comparison of PADIAS v1.x and v4.x -

CRC Pavements, Popouts (No.). . 268

270. Comparison of PADIAS v1.x and v4.x - CRC Pavements,

AC Patch (Sq. Meters) 269

271. Comparison of PADIAS v1.x and v4.x - CRC Pavements,

AC Patch (No.) 270

272. Comparison of PADIAS v1.x and v4.x - CRC Pavements,

PCC Patch (Sq. Meters) 271

273. Comparison of PADIAS vl.x and v4.x - CRC Pavements,

PCC Patch (No.) 272

274. Comparison of PADlAS v1.x and v4.x - CRC Pavements,

Punchouts (No.) 273

275. Comparison of PADIAS v1.x and v4.x - CRC Pavements,

Spalling of Longitudinal Joints (Meters) 274

276. Individual Survey Vs. Reference and Consensus: Fatigue Cracking

of AC Pavement, PASCO's Production Procedure 275

277. Individual Survey Vs. Reference and Consensus: Longitudinal

Cracking (WP) of AC Pavement, PASCO's Production Procedure 276

278. Individual Survey Vs. Reference and Consensus: Longitudinal

Cracking (NWP) of AC Pavement, PASCO's Production Procedure 277

279. Individual Survey Vs. Reference and Consensus: Transverse

Cracking (No.) of AC Pavement, PASCO's Production Procedure 278

280. Individual Survey Vs. Reference and Consensus: Transverse

Cracking (Meters) of AC Pavement, PASCO's Production Procedure 279

281. Team Survey Vs. Reference and Consensus: Fatigue Cracking

of AC Pavement, PASCO's Production Procedure 280

282. Team Survey Vs. Reference and Consensus: Longitudinal

Cracking (WP) of AC Pavement, PASCO's Production Procedure 281

283. Team Survey Vs. Reference and Consensus: Longitudinal

Cracking (NWP) of AC Pavement, PASCO's Production Procedure 282

284. Team Survey Vs. Reference and Consensus: Transverse

Cracking (No.) of AC Pavement, PASCO's Production Procedure 283

285. Team Survey Vs. Reference and Consensus: Transverse

Cracking (Meters) of AC Pavement, PASCO's Production Procedure 284

286. Individual Survey Vs. Reference and Consensus: Corner Break

of PCC Pavement, PASCO's Production Procedure 285

xx
LIST OF FIGURES (Continued)

Figure Page

287. Individual Survey Vs. Reference and Consensus: Longitudinal

Cracking of PCC Pavement, PASCO's Production Procedure 286

288. Individual Survey Vs. Reference and Consensus: Transverse

Cracking (No.) of PCC Pavement, PASCO's Production Procedure 287

289. Individual Survey Vs. Reference and Consensus: Transverse

Cracking (Meters) of PCC Pavement, PASCO's Production Procedure..... 288

290. Individual Survey Vs. Reference and Consensus: Spalling of

Longitudinal Joints of PCC Pavement, PASCO's

Production Procedure. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 289

291. Individual Survey Vs. Reference and Consensus: Spalling of

Transverse Joints (No.) of PCC Pavement, PASCO's

Production Procedure 290

292. Individual Survey Vs. Reference and Consensus: Spalling of

Transverse Joints (Meters) of PCC Pavement, PASCO's

Production Procedure 291

293. Team Survey Vs. Reference and Consensus: Corner Break

of PCC Pavement, PASCO's Production Procedure 292

294. T~am Survey Vs. Reference and Consensus: Longitudinal

Cracking of PCC Pavement, PASCO's Production Procedure 293

295. Team Survey Vs. Reference and Consensus: Transverse

Cracking (No.) of PCC Pavement, PASCO's Production Procedure 294

296. Team Survey Vs. Reference and Consensus: Transverse

Cracking (Meters) of PCC Pavement, PASCO's Production Procedure..... 295

297. Team Survey Vs. Reference and Consensus: Spalling of

Longitudinal Joints of PCC Pavement, PASCO's Production Procedure. '" 296

298. Team Survey Vs. Reference and Consensus: Spalling of

Transverse Joints (No.) of PCC Pavement, PASCO's

Production Procedure 297

299. Team Survey Vs. Reference and Consensus: Spalling of

Transverse Joints (Meters) of PCC Pavement, PASCO's

Production Procedure 298

300. Fatigue Cracking (Sq. Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys

for Manual, and PASCO/PADIAS 299

301. Fatigue Cracking (Sq. Meters) - AC Pavements: Reference

Minimum, Mean, and Maximum Values of Team Surveys

for Manual and PASCO/PADIAS., 299

302. Longitudinal cracking WP (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys

for Manual and PASCO/PADIAS 300

XXI
LIST OF FIGURES (Continued)

Figure

303. Longitudinal Cracking WP (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys

for Manual and PASCO/PADIAS 300

304. Longitudinal Cracking NWP (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys

for Manual and PASCO/PADIAS 301

305. Longitudinal Cracking NWP (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys

for Manual and PASCO/PADIAS. . 301

306. Transverse Cracking (No.) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys

for Manual and PASCO/PADIAS 302

307. Transverse Cracking (No.) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys

for Manual and PASCO/PADIAS 302

308. Transverse Cracking (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys

for Manual and PASCO/PADIAS 303

309. Transverse Cracking (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys

for Manual and PASCO/PADIAS 303

310. Corner Breaks (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys

for Manual and PASCO/PADIAS. . 304

311. Corner Breaks (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys

for Manual and PASCO/PADIAS 304

312. Longitudinal Cracking (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys

for Manual and PASCO/PADIAS. ........................:... 305

313. Longitudinal Cracking (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys

for Manual and PASCO/PADIAS 305

314. Longitudinal Cracking Well Sealed (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys

for Manual and PASCO/PADIAS 306

315. Longitudinal Cracking Well Sealed (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys for

Manual and PASCO/PADIAS 306

xxii
LIST OF FIGURES (Continued)

Figure

316. Transverse Cracking (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys

for Manual and PASCO/PADIAS 307

317. Transverse Cracking (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys

for Manual and PASCO/PADIAS 307

318. Transverse Cracking (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys

for Manual and PASCO/PADIAS 308

319. Transverse Cracking (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys

for Manual and PASCO/PADIAS 308

320. Transverse Cracking Well Sealed (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys for

Manual and PASCO/PADIAS 309

321. Transverse Cracking Well Sealed (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys for

Manual and PASCO/PADIAS 309

322. Spalling of Longitudinal Joints (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys for

Manual and PASCO/PADIAS 310

323. Spalling of Longitudinal Joints (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys for

Manual and PASCO/PADIAS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 310

324. Spalling of Transverse Joints (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys for

Manual and PASCO/PADIAS 311

325. Spalling of Transverse Joints (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys for

Manual and PASCO/PADIAS 311

326. Spalling of Transverse Joints (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Individual Surveys for

Manual and PASCO/PADIAS 312

327. Spalling of Transverse Joints (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys for

Manual and PASCO/PADIAS 312

328. Fatigue Cracking (Sq. Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 313

329. Edge Cracking (Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 314

XX11l
LIST OF FIGURES (Continued)

Figure Page

330. Longitudinal Cracking WP (Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 315

331. Longitudinal Cracking WP Sealed (Meters) - AC Pavements: Manual

(Reference) and PASCO/PADIAS (Consensus) 316

332. Longitudinal Cracking NWP (Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 317

333. Longitudinal Cracking NWP Sealed (Meters) - AC Pavements: Manual

(Reference) and PASCO/PADIAS (Consensus) 318

334. Transverse Cracking (No.) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 319

335. Transverse Cracking (Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 320

336. Transverse Cracking Sealed (Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 321

337. Patch/Patch Deterioration (No.) - AC Pavements: Manual

(Reference) and PASCO/PADIAS (Consensus) 322

338. Patch/Patch Deterioration (Sq. Meters) - AC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus) 323

339. Bleeding (Sq. Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 324

340. Raveling (Sq. Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 325

341. Water Bleeding and Pumping - AC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus) 326

342. Corner Breaks (No.) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 327

343. Longitudinal Cracking (Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 328

344. Transverse Cracking (No.) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 329

345. Transverse Cracking (Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 330

346. Transverse Cracking Sealed (Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 331

347. Longitudinal Joint Seal Damage (No.) - PCC Pavements: Manual

(Reference) and PASCO/PADIAS (Consensus) 332

348. Longitudinal Joint Seal Damage (Meters) - PCC Pavements: Manual

(Reference) and PASCO/PADIAS (Consensus) 332

349. Transverse Joint Seal Damage (No.) - PCC Pavements: Manual

(Reference) and PASCO/PADIAS (Consensus) 333

XXIV
LIST OF FIGURES (Continued)

Figure Page

350. Spalling of Longitudinal Joints (Meters) - PCC Pavements: Manual

(Reference) and PASCO/PADIAS (Consensus) 334

351. Map Cracking (No.) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 335

352. Map Cracking (Sq. Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 335

353. Polished Aggregates (Sq. Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 336

354. Popouts (No.) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus) 336

355. Patch/Patch Deterioration, Flexible (No.) - PCC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus) 337

356. Patch/Patch Deterioration, Flexible (Sq. Meters) - PCC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus) 338

357. Patch/Patch Deterioration, Rigid (No.) - PCC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus) 339

358. Patch/Patch Deterioration, Rigid (Sq. Meters) - PCC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus) 340

xxv

I--'

Table 1. Results of Bias Analysis Based on Square Root Transformation for AC Pavements.

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD SLOPE

TYPE UNIT ill SEVERITY ORIGINAl OUTLIER REF. MEAN DEV DEV. BIAS CONST. R2

Fatigue Sq. Meters AC# 1 LOW 12 12 1.90 5.99 6.13 4.34 y 1.7716 0.708

Cracking Sq. Meters AC#2 LOW 13 13 1.90 10.51 5.51 5.74 y

Sq. Meters AC#3 LOW 15 15 5.80 2.58 3.06 2.85 y

Sq. Meters AC#4 LOW 11 11 19.90 25.29 9.55 8.91 N

Sq. Meters AC#5 LOW 12 12 0.30 0.55 0.48 1.31 N

Sq. Meters AC#6 LOW 13 12 6.00 4.68 5.15 3.83 N

Sq. Meters AC#7 LOW 12 12 4.10 6.86 2.55 4.64 N

Sq. Meters AC#8 LOW 16 15 30.30 14.05 7.65 6.64 y

Sq. Meters AC#9 LOW 6 6 3.80 6.97 1.74 4.68 N

Sq. Meters AC# 1 MOD 12 12 13.00 16.86 10.25 8.20 N 1.9978 0.891

Sq. Meters AC#2 MOD 13 13 13.00 15.25 8.21 7.80 N

Sq. Meters AC#3 MOD 15 15 0.00 1.65 2.68 2.57 N

Sq. Meters AC#4 MOD 11 11 0.20 4.30 2.58 4.14 y

Sq. Meters AC#5 MOD 12 12 0.50 0.21 0.42 0.91 N

Sq. Meters AC#6 MOD 13 12 4.00 4.59 2.61 4.28 N

Sq. Meters AC#7 MOD 12 12 4.10 7.11 5.23 5.33 N

Sq. Meters AC#8 MOD 16 15 12.80 11.97 6.10 6.91 N

Sq. Meters AC#9 MOD 6 6 0.00 0.00 0.00 0.00 NA

Sq. Meters AC# 1 High 12 12 0.00 1.88 3.87 2.73 N 1.9938 0.718

Sq. Meters AC#2 High 13 13 0.00 0.04 0.13 0.39 N

Sq. Meters AC#3 High 15 15 0.00 0.16 0.60 0.80 N

Sq. Meters AC#4 High 11 11 2.20 1.59 1.09 2.51 N

Sq. Meters AC#5 High 12 12 0.00 0.00 0.00 0.00 NA

Sq. Meters AC#6 High 13 12 0.00 0.00 0.00 0.00 NA

Sq. Meters AC#7 High 12 12 0.00 0.88 2.59 1.86 N

Sq. Meters AC#8 High 16 15 4.30 0.54 1.03 1.47 y

Sq. Meters AC#9 High 6 6 0.00 0.00 0.00 0.00 NA

Sq. Meters AC# 1 TOTAL 12 12 14.90 24.73 6.86 8.37 y 1.6825 0.827

Sq. Meters AC#2 TOTAL 13 13 14.90 25.80 7.60 8.55 y

Sq. Meters AC#3 TOTAL 15 15 5.80 4.39 3.38 3.53 N

Sq. Meters AC#4 TOTAL 11 11 22.30 31.18 10.43 9.40 y

Sq. Meters AC#5 TOTAL 12 12 0.80 0.76 0.58 1.46 N

Sq. Meters AC#6 TOTAL 13 12 10.00 9.27 5.03 5.12 N

Sq. Meters AC#7 TOTAL 12 12 8.20 14.84 7.56 6.48 y

Sq. Meters AC#8 TOTAL 16 15 47.40 26.55 10.78 8.67 y

Sq. Meters AC#9 TOTAL 6 6 3.80 6.97 1.74 4.44 N
N

Table 1. Results of Bias Analysis Based on Square Root Transformation for AC Pavements (Cont

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ID SEVERITY ORIGINA OUTLIER REF. MEAN DEV DEV. BIAS 

Longitudinal Meters AC# 1 LOW 12 12 0.00 0.00 0.00 0.00 NA 

CrackingWP Meters AC#2 LOW 13 13 0.00 0.18 0.34 0.64 N

Meters AC#3 LOW 15 15 16.00 7.79 4.18 4.16 Y

Meters AC#4 LOW 11 11 11.00 5.68 6.31 3.56 Y

Meters AC#5 LOW 12 12 33.80 37.98 6.90 9.19 N

Meters AC#6 LOW 13 13 9.00 6.93 4.89 3.93 N

Meters AC#7 LOW 12 12 4.30 6.66 4.88 3.85 N

Meters AC#8 LOW 16 15 3.30 11.07 5.87 4.96 Y

Meters AC#9 LOW 6 6 2.00 1.20 1.10 1.63 N

Meters AC# 1 MOD 12 12 0.00 0.00 0.00 0.00 NA 

Meters AC#2 MOD 13 13 0.00 0.00 0.00 0.00 NA

Meters AC#3 MOD 15 15 0.00 8.03 8.26 6.62 Y

Meters AC#4 MOD 11 11 2.00 23.39 9.10 11.30 Y

Meters AC#5 MOD 12 12 2.20 3.08 4.27 4.10 N

Meters AC#6 MOD 13 13 22.00 17.59 8.97 9.80 N

Meters AC#7 MOD 12 12 3.40 1.42 3.40 2.78 N

Meters AC#8 MOD 16 15 15.30 17.45 11.77 9.76 N

Meters AC#9 MOD 6 6 0.00 0.00 0.00 0.00 NA

Meters AC# 1 High 12 12 0.00 0.00 0.00 0.00 NA 

Meters AC#2 High 13 13 0.00 0.00 0.00 0.00 NA

Meters AC#3 High 15 15 0.00 0.00 0.00 0.00 NA

Meters AC#4 High 11 11 33.40 7.49 10.05 8.14 Y

Meters AC#5 High 12 12 0.00 0.00 0.00 0.00 NA

Meters AC#6 High 13 13 5.00 3.28 4.42 5.39 N

Meters AC#7 High 12 12 0.00 0.17 0.55 1.21 N

Meters AC#8 High 16 15 3.30 2.65 2.87 4.84 N

Meters AC#9 High 6 6 0.00 0.00 0.00 0.00 NA

Meters AC# 1 TOTAL 12 12 0.00 0.00 0.00 0.00 NA 

Meters AC#2 TOTAL 13 13 0.00 0.18 0.34 0.79 N

Meters AC#3 TOTAL 15 15 16.00 15.83 8.57 7.35 N

Meters AC#4 TOTAL 11 11 46.40 36.56 13.50 11.18 N

Meters AC#5 TOTAL 12 12 36.00 41.06 5.16 11.84 N

Meters AC#6 TOTAL 13 13 36.00 27.81 10.64 9.75 Y

Meters AC#7 TOTAL 12 12 7.70 8.24 5.25 5.31 N

Meters AC#8 TOTAL 16 15 21.90 31.17 14.01 10.32 Y

Meters AC#9 TOTAL 6 6 2.00 1.20 1.10 2.02 N
w

Table 1. Results of Bias Analysis Based on Square Root Transformation for AC Pavements (Conti

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ID SEVERITY ORIGINA OUTLIER REF. MEAN DEV DEV. BIAS 

Longitudinal Meters AC# 1 LOW 12 12 22.10 34.24 8.73 26.71 N 

Cracking NWP Meters AC#2 LOW 13 13 22.10 30.14 9.20 25.06 N

Meters AC#3 LOW 15 14 0.00 4.02 2.54 9.16 N

Meters AC#4 LOW 11 11 22.60 27.12 5.53 23.77 N

Meters AC#5 LOW 12 12 23.10 28.78 3.93 24.49 N

Meters AC#6 LOW 13 13 1.00 1.45 2.47 5.49 N

Meters AC#7 LOW 12 12 2.70 1.44 2.53 5.48 N

Meters AC#8 LOW 16 16 3.60 7.88 10.51 12.82 N

Meters AC#9 LOW 6 6 108.70 100.20 88.11 45.70 N

Meters AC # 1 MOD 12 12 44.00 18.10 7.67 21.87 Y 

Meters AC#2 MOD 13 13 44.00 19.75 6.91 22.85 Y

Meters AC #3 MOD 15 14 6.20 2.38 3.84 7.93 N

Meters AC#4 MOD 11 11 15.00 4.31 2.71 10.67 Y

Meters AC#5 MOD 12 12 8.30 4.19 4.58 10.53 N

Meters AC#6 MOD 13 13 3.00 5.28 6.69 11.81 N

Meters AC#7 MOD 12 12 21.20 15.87 10.08 20.48 N

Meters AC#8 MOD 16 16 17.00 40.44 21.86 32.70 N

Meters AC#9 MOD 6 6 163.00 129.Q3 83.78 58.40 N

Meters AC# 1 High 12 12 23.00 38.77 9.72 14.62 Y 

Meters AC#2 High 13 13 23.00 32.05 11.14 13.30 N

Meters AC#3 High 15 14 0.00 0.00 0.00 0.00 NA

Meters AC#4 High 11 11 1.50 0.69 1.09 1.95 N

Meters AC#5 High 12 12 0.00 0.00 0.00 0.00 NA

Meters AC#6 High 13 13 13.00 13.30 5.51 8.56 N

Meters AC#7 High 12 12 0.00 2.66 5.42 3.83 N

Meters AC#8 High 16 16 37.60 9.63 10.34 7.29 Y

Meters AC#9 High 6 6 49.00 60.65 23.74 18.29 N

Meters AC # 1 TOTAL 12 12 89.10 91.11 10.68 22.85 N 

Meters AC#2 TOTAL 13 13 89.10 81.94 7.14 21.67 N

Meters AC#3 TOTAL 15 14 6.20 6.40 4.09 6.06 N

Meters AC#4 TOTAL 11 11 39.10 32.12 5.34 13.56 N

Meters AC#5 TOTAL 12 12 31.40 32.98 5.79 13.74 N

Meters AC#6 TOTAL 13 13 17.00 20.02 5.04 10.71 N

Meters AC#7 TOTAL 12 12 23.90 19.97 9.76 10.69 N

Meters AC#8 TOTAL 16 16 58.20 57.95 14.87 18.22 N

Meters AC#9 TOTAL 6 6 320.70 289.88 64.24 40.75 N
Table 1. Results of Bias Analysis Based on Square Root Transformation for AC Pavements (Cont

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ID SEVERITY ORIGINA OUTLIER REF. MEAN DEV DEV. BIAS 

Transverse Meters AC# 1 LOW 12 12 21.80 32.76 4.16 6.66 Y 

Cracking Meters AC#2 LOW 13 13 21.80 33.45 7.26 6.73 Y

Meters AC#3 LOW 15 13 1.40 2.59 2.05 1.87 N

Meters AC#4 LOW 11 11 4.40 4.05 1.88 2.34 N

Meters AC#5 LOW 12 12 2.40 3.52 2.31 2.18 N

Meters AC#6 LOW 13 13 2.00 1.72 1.66 1.52 N

Meters AC#7 LOW 12 12 15.40 12.65 5.51 4.14 N

Meters AC#8 LOW 16 16 1.50 7.02 5.41 3.08 Y

Meters AC#9 LOW 6 6 27.60 26.48 6.07 5.99 N

Meters AC# 1 MOD 12 12 28.20 19.76 6.42 7.10 Y 

Meters AC#2 MOD 13 13 28.20 16.95 5.64 6.57 Y

Meters AC#3 MOD 15 13 4.40 15.21 5.01 6.23 Y

Meters AC#4 MOD 11 11 1.80 11.79 4.36 5.48 Y

Meters AC#5 MOD 12 12 4.20 13.17 3.74 5.79 Y

Meters AC#6 MOD 13 13 11.00 9.30 4.88 4.87 N

Meters AC#7 MOD 12 12 38.30 32.06 9.87 9.04 N

Meters AC#8 MOD 16 16 22.10 30.71 12.45 8.85 Y

Meters AC#9 MOD 6 6 3.70 3.70 2.14 3.07 N

Meters AC# 1 High 12 12 24.60 28.85 6.12 9.37 N 

Meters AC#2 High 13 13 24.60 25.98 8.42 8.90 N

Meters AC#3 High 15 13 11.10 4.11 5.62 3.54 Y

Meters AC#4 High 11 11 20.90 8.89 4.57 5.20 Y

Meters AC#5 High 12 12 11.60 2.03 3.35 2.49 Y

Meters AC#6 High 13 13 19.00 21.92 4.82 8.17 N

Meters AC#7 High 12 12 10.30 12.08 8.62 6.07 N

Meters AC#8 High 16 16 36.30 20.61 13.02 7.92 Y

Meters AC#9 High 6 6 0.00 0.00 0.00 0.00 NA

Meters AC# 1 TOTAL 12 12 74.60 81.36 5.08 6.06 Y 

Meters AC#2 TOTAL 13 13 74.60 76.37 7.53 5.87 N

Meters AC#3 TOTAL 15 13 16.90 21.91 1.80 3.14 Y

Meters AC#4 TOTAL 11 11 27.10 24.74 2.91 3.34 N

Meters AC#5 TOTAL 12 12 18.20 18.72 2.04 2.91 N

Meters AC#6 TOTAL 13 13 32.00 32.93 2.39 3.85 N

Meters AC#7 TOTAL 12 12 64.00 56.79 6.39 5.06 Y

Meters AC#8 TOTAL 16 16 59.90 58.33 5.04 5.13 N

Meters AC#9 TOTAL 6 6 31.30 30.18 4.70 3.69 N
VI

Table 1. Results of Bias Analysis Based on Square Root Transformation for AC Pavements (Cont

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ID SEVERITY ORIGINA OUTLIER REF. MEAN DEV DEV. BIAS 

Transverse No. AC# 1 LOW 12 12 25.00 31.33 4.53 5.60 Y 

Cracking No. AC#2 LOW 13 13 25.00 30.54 5.81 5.53 Y

No. AC#3 LOW 15 14 1.00 3.43 2.56 1.85 Y

No. AC#4 LOW 11 11 10.00 6.91 1.73 2.63 Y

No. AC#5 LOW 12 12 2.00 3.00 1.35 1.73 N

No. AC#6 LOW 13 13 3.00 1.85 1.17 1.36 Y

No. AC#7 LOW 12 12 12.00 9.67 2.66 3.11 N

No. AC#8 LOW 16 16 2.00 6.31 3.57 2.51 Y

No. AC#9 LOW 6 6 15.00 12.83 5.01 3.58 N

No. AC # 1 MOD 12 12 20.00 10.42 3.57 3.31 Y 

No. AC#2 MOD 13 13 20.00 9.15 3.94 3.10 Y

No. AC#3 MOD 15 14 2.00 6.64 1.99 2.64 Y

No. AC#4 MOD 11 11 3.00 6.00 2.09 2.51 Y

No. AC#5 MOD 12 12 2.00 5.50 1.94 2.41 Y

No. AC#6 MOD 13 13 5.00 4.46 1.91 2.17 N

No. AC#7 MOD 12 12 12.00 9.67 2.43 3.19 N

No. AC# 8 MOD 16 16 10.00 13.13 4.78 3.72 Y

No. AC#9 MOD 6 6 1.00 1.00 0.58 1.03 N

No. AC # 1 High 12 12 11.00 13.25 4.15 4.33 N 

No. AC#2 High 13 13 11.00 11.54 3.23 4.04 N

No. AC#3 High 15 14 7.00 1.71 2.19 1.56 Y

No. AC#4 High 11 11 11.00 4.64 2.10 2.56 Y

No. AC # 5 High 12 12 4.00 0.75 1.16 1.03 Y

No. AC#6 High 13 13 7.00 7.54 1.74 3.27 N

No. AC#7 High 12 12 3.00 4.00 3.32 2.38 N

No. AC#8 High 16 16 14.00 7.94 5.43 3.35 Y

No. AC#9 High 6 6 0.00 0.00 0.00 0.00 NA

No. AC # 1 TOTAL 12 12 56.00 55.00 5.96 5.81 N 

No. AC#2 TOTAL 13 13 56.00 51.23 6.12 5.60 Y

No. AC#3 TOTAL 15 14 10.00 11.79 2.51 2.69 N

No. AC#4 TOTAL 11 11 24.00 17.55 1.44 3.28 Y

No. AC # 5 TOTAL 12 12 8.00 9.25 1.83 2.38 N

No. AC#6 TOTAL 13 13 15.00 13.85 1.70 2.91 N

No. AC#7 TOTAL 12 12 27.00 23.33 2.78 3.78 Y

No. AC# 8 TOTAL 16 16 26.00 27.38 5.05 4.10 N

No. AC#9 TOTAL 6 6 16.00 13.83 5.49 2.91 N
0\

Table 2. Results of Bias Analysis Based on Square Root Transfonnation for PCC Pavemen

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ID SEVERITY ORIGINAL OUTLIER REF. MEAN DEV DEV. BIA

Comer Number PCC # 1 LOW 12 12 2.00 2.75 1.88 1.47 N 

Breaks Number PCC#2 LOW 14 14 2.00 3.21 1.01 1.59 N

Number PCC#3 LOW 14 13 0.00 0.00 0.00 0.00 N

Number PCC#4 LOW 11 11 0.00 0.00 0.00 0.00 N

Number PCC#5 LOW 12 12 0.00 0.00 0.00 0.00 N

Number PCC#6 LOW 13 13 0.00 0.46 0.93 0.60 N

Number PCC#7 LOW 11 11 0.00 0.00 0.00 0.00 N

Number PCC#8 LOW 16 16 0.00 0.44 0.79 0.59 N

Number PCC#9 LOW 6 6 0.00 0.00 0.00 0.00 N

Number PCC # 1 MOD 12 12 7.00 5.83 2.07 1.90 N 

Number PCC#2 MOD 14 14 7.00 4.93 1.67 1.75 Y

Number PCC#3 MOD 14 13 0.00 0.00 0.00 0.00 N

Number PCC#4 MOD 11 11 0.00 0.00 0.00 0.00 N

Number PCC#5 MOD 12 12 0.00 0.00 0.00 0.00 N

Number PCC#6 MOD 13 13 6.00 4.23 1.72 1.62 Y

Number PCC#7 MOD 11 11 0.00 0.00 0.00 0.00 N

Number PCC# 8 MOD 16 16 5.00 3.94 1.34 1.56 N

Number PCC#9 MOD 6 6 0.00 0.00 0.00 0.00 N

Number PCC # 1 High 12 12 0.00 0.25 0.60 0.42 N 

Number PCC#2 High 14 14 0.00 0.93 1.91 0.81 Y

Number PCC#3 High 14 13 2.00 0.92 0.62 0.80 Y

Number PCC#4 High 11 11 0.00 0.00 0.00 0.00 N

Number PCC#5 High 12 12 3.00 2.42 0.64 1.30 N

Number PCC#6 High 13 13 1.00 1.54 1.34 1.04 N

Number PCC#7 High 11 11 0.00 0.00 0.00 0.00 N

Number PCC# 8 High 16 16 0.00 0.44 0.61 0.55 Y

Number PCC#9 High 6 6 1.00 0.83 0.37 0.76 N

Number PCC # 1 TOTAL 12 12 9.00 8.83 1.21 1.14 N 

Number PCC #2 TOTAL 14 14 9.00 9.07 0.70 1.15 N

Number PCC#3 TOTAL 14 13 2.00 0.92 0.62 0.37 Y

Number PCC#4 TOTAL 11 11 0.00 0.00 0.00 0.00 N

Number PCC#5 TOTAL 12 12 3.00 2.42 0.64 0.60 Y

Number PCC#6 TOTAL 13 13 7.00 6.23 1.19 0.96 N

Number PCC#7 TOTAL 11 11 0.00 0.00 0.00 0.00 N

Number PCC#8 TOTAL 16 16 5.00 4.81 0.95 0.84 N

Number PCC#9 TOTAL 6 6 0.00 0.83 0.37 0.35 Y
-....l

Table 2. Results of Bias Analysis Based on Square Root Transformation for PCC Pavements (Con

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ID SEVERITY ORIGINAL OUTLIER REF. MEAN DEV DEV. BIA

Longitudinal Meters PCC # 1 LOW 12 12 11.30 11.74 1.08 2.69 N 

Cracking Meters PCC#2 LOW 14 13 11.30 12.00 3.74 2.72 N

Meters PCC#3 LOW 14 14 0.00 0.00 0.00 0.00 NA

Meters PCC#4 LOW 11 11 0.00 0.09 0.12 0.24 N

Meters PCC#5 LOW 12 12 0.00 0.63 0.54 0.62 Y

Meters PCC#6 LOW 13 13 5.90 2.98 2.35 1.35 Y

Meters PCC#7 LOW 11 11 0.00 0.00 0.00 0.00 NA

Meters PCC#8 LOW 16 15 3.80 3.48 1.64 1.46 N

Meters PCC#9 LOW 6 6 0.00 0.00 0.00 0.00 NA

Meters PCC # 1 MOD 12 12 4.50 3.59 1.44 1.92 N 

Meters PCC#2 MOD 14 13 4.50 3.60 1.89 1.92 N

Meters PCC#3 MOD 14 14 0.00 0.00 0.00 0.00 NA

Meters PCC#4 MOD 11 11 0.00 0.00 0.00 0.00 NA

Meters PCC#5 MOD 12 12 0.00 0.00 0.00 0.00 NA

Meters PCC#6 MOD 13 13 11.30 12.09 3.73 3.52 N

Meters PCC#7 MOD 11 11 0.00 0.00 0.00 0.00 NA

Meters PCC#8 MOD 16 15 8.30 8.20 2.97 2.90 N

Meters PCC#9 MOD 6 6 0.00 0.00 0.00 0.00 NA

Meters PCC# 1 High 12 12 3.00 0.32 1.05 0.81 Y 

Meters PCC#2 High 14 13 3.00 0.98 1.13 1.42 Y

Meters PCC#3 High 14 14 0.00 0.00 0.00 0.00 NA

Meters PCC#4 High 11 11 0.00 0.00 0.00 0.00 NA

Meters PCC#5 High 12 12 0.00 0.17 0.55 0.59 N

Meters PCC#6 High 13 13 1.00 2.65 2.42 2.33 N

Meters PCC#7 High 11 11 0.00 0.00 0.00 0.00 NA

Meters PCC#8 High 16 15 0.00 0.33 0.87 0.83 N

Meters PCC#9 High 6 6 0.00 0.00 0.00 0.00 NA

Meters PCC # 1 TOTAL 12 12 18.80 15.65 1.09 2.72 Y 

Meters PCC#2 TOTAL 14 13 18.80 16.58 3.62 2.80 N

Meters PCC#3 TOTAL 14 14 0.00 0.00 0.00 0.00 NA

Meters PCC#4 TOTAL 11 11 0.00 0.09 0.12 0.21 N

Meters PCC#5 TOTAL 12 12 0.00 0.79 0.74 0.61 Y

Meters PCC#6 TOTAL 13 13 18.20 17.72 3.38 2.89 N

Meters PCC#7 TOTAL 11 11 0.00 0.00 0.00 0.00 NA

Meters PCC#8 TOTAL 16 15 12.10 12.01 2.65 2.38 N

Meters PCC#9 TOTAL 6 6 0.00 0.00 0.00 0.00 NA
00

Table 2. Results of Bias Analysis Based on Square Root Transformation for PCC Pavements (Con

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ID SEVERITY ORIGINAL OUTLIER REF. MEAN DEV DEV. BIA

Transverse Meters PCC # 1 LOW 12 12 0.00 2.50 1.77 3.00 N 

Cracking Meters PCC#2 LOW 14 13 0.00 3.79 1.97 3.70 Y

Meters PCC#3 LOW 14 13 5.00 3.10 0.70 3.34 N

Meters PCC#4 LOW 11 11 30.00 10.10 4.90 6.03 Y

Meters PCC #5 LOW 12 12 11.80 14.95 4.48 7.34 N

Meters PCC#6 LOW 13 13 2.30 3.48 1.90 3.54 N

Meters PCC#7 LOW 11 10 0.00 0.00 0.00 0.00 N

Meters PCC#8 LOW 16 16 3.00 6.27 3.41 4.75 N

Meters PCC#9 LOW 6 6 9.60 17.12 15.35 7.85 N

Meters PCC # 1 MOD 12 12 3.70 3.70 3.70 2.28 N 

Meters PCC#2 MOD 14 13 3.70 1.42 3.09 1.41 Y

Meters PCC#3 MOD 14 13 0.00 0.28 0.96 0.62 N

Meters PCC#4 MOD 11 11 14.00 35.64 5.34 7.07 Y

Meters PCC# 5 MOD 12 12 25.90 22.46 3.20 5.61 N

Meters PCC#6 MOD 13 13 7.80 7.98 2.63 3.34 N

Meters PCC#7 MOD 11 10 0.00 0.76 1.52 1.03 N

Meters PCC#8 MOD 16 16 9.10 7.61 2.79 3.27 N

Meters PCC#9 MOD 6 6 39.30 27.82 9.98 6.24 Y

Meters PCC # 1 High 12 12 7.40 4.75 3.95 3.21 N 

Meters PCC#2 High 14 13 7.40 6.22 2.65 3.67 N

Meters PCC #3 High 14 13 3.70 6.11 1.68 3.64 N

Meters PCC#4 High 11 11 0.60 0.67 2.13 1.21 N

Meters PCC#5 High 12 12 0.00 2.21 2.48 2.19 Y

Meters PCC#6 High 13 13 6.10 3.85 3.40 2.89 N

Meters PCC #7 High 11 10 7.40 6.48 1.42 3.75 N

Meters PCC# 8 High 16 16 0.00 0.00 0.00 0.00 N

Meters PCC#9 High 6 6 25.20 26.17 9.41 7.54 N

Meters PCC # 1 TOTAL 12 12 11.10 10.95 2.09 1.82 N 

Meters PCC#2 TOTAL 14 13 11.10 11.42 1.90 1.86 N

Meters PCC#3 TOTAL 14 13 8.70 9.48 1.57 1.69 N

Meters PCC#4 TOTAL 11 11 44.60 46.41 3.53 3.75 N

Meters PCC#5 TOTAL 12 12 37.70 39.62 4.04 3.46 N

Meters PCC#6 TOTAL 13 13 16.20 15.30 1.85 2.15 N

Meters PCC #7 TOTAL 11 11 7.40 7.28 0.22 1.48 N

Meters PCC# 8 TOTAL 16 15 12.10 13.32 3.04 2.01 N

Meters PCC#9 TOTAL 6 6 74.10 71.10 4.40 4.64 N
\0

Table 2. Results of Bias Analysis Based on Square Root Transformation for PCC Pavements (Cont

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ill SEVERITY ORIGINAL OUTLIER REF. MEAN DEV DEV. BIAS 

Transverse Number PCC# 1 LOW 12 12 0.00 0.75 0.60 0.92 N 

Cracking Number PCC#2 LOW 14 14 0.00 2.00 1.41 1.51 y

Number PCC#3 LOW 14 14 5.00 2.64 1.39 1.73 Y

Number PCC#4 LOW 11 11 12.00 7.00 2.56 2.82 Y

Number PCC#5 LOW 12 12 11.00 12.58 3.07 3.78 N

Number PCC#6 LOW 13 13 2.00 2.23 0.70 1.59 N

Number PCC#7 LOW 11 11 0.00 0.00 0.00 0.00 NA

Number PCC#8 LOW 16 16 1.00 3.00 1.84 1.85 Y

Number PCC#9 LOW 6 6 5.00 6.50 4.89 2.72 N

Number PCC# 1 MOD 12 12 1.00 1.08 0.95 0.80 N 

Number PCC#2 MOD 14 14 1.00 0.36 0.81 0.46 y

Number PCC#3 MOD 14 14 0.00 0.07 0.26 0.21 N

Number PCC#4 MOD 11 11 4.00 12.18 2.44 2.70 Y

Number PCC#5 MOD 12 12 7.00 6.08 0.86 1.91 N

Number PCC#6 MOD 13 13 3.00 2.46 0.84 1.21 N

Number PCC#7 MOD 11 11 0.00 0.27 0.45 0.40 N

Number PCC#8 MOD 16 16 3.00 2.38 0.78 1.19 N

Number PCC#9 MOD 6 6 12.00 8.67 3.73 2.27 Y

Number PCC# 1 High 12 12 2.00 1.17 0.90 0.89 Y 

Number PCC#2 High 14 14 2.00 1.93 0.59 1.15 N

Number PCC#3 High 14 14 2.00 1.79 0.41 1.10 N

Number PCC#4 High 11 11 1.00 0.18 0.57 0.35 Y

Number PCC#5 High 12 12 0.00 0.58 0.64 0.63 y

Number PCC#6 High 13 13 2.00 1.08 0.92 0.86 Y

Number PCC#7 High 11 11 2.00 1.73 0.45 1.09 N

Number PCC#8 High 16 16 0.00 0.00 0.00 0.00 NA

Number PCC#9 High 6 6 7.00 7.67 3.14 2.29 N

Number PCC# 1 TOTAL 12 12 3.00 3.00 0.41 1.05 N 

Number PCC#2 TOTAL 14 14 3.00 4.29 1.10 1.25 Y

Number PCC#3 TOTAL 14 14 7.00 4.50 1.40 1.28 y

Number PCC#4 TOTAL 11 11 17.00 19.36 2.80 2.66 N

Number PCC#5 TOTAL 12 12 18.00 19.25 3.17 2.65 N

Number PCC#6 TOTAL 13 13 7.00 5.77 1.25 1.45 Y

Number PCC#7 TOTAL 11 11 2.00 2.00 0.00 0.85 N

Number PCC#8 TOTAL 16 16 4.00 5.38 1.80 1.40 Y

Number PCC#9 TOTAL 6 6 24.00 22.83 2.67 2.88 N
.....

o

Table 2. Results of Bias Analysis Based on Square Root Transformation for PCC Pavements (Con

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ID SEVERITY ORIGINAL OUTLIER REF. MEAN DEV DEV. BIA

Spalling of Meters PCC # 1 LOW 12 12 15.00 12.18 5.56 5.61 N 

Longitudinal Meters PCC#2 LOW 14 14 15.00 9.14 4.24 4.86 Y

Joints Meters PCC#3 LOW 14 14 3.50 2.79 2.70 2.69 N

Meters PCC#4 LOW 11 10 0.00 0.49 0.61 1.13 N

Meters PCC#5 LOW 12 11 1.30 0.86 1.44 1.49 N

Meters PCC#6 LOW 13 13 1.00 1.59 2.35 2.03 N

Meters PCC#7 LOW 11 10 0.60 0.35 0.34 0.95 N

Meters PCC#8 LOW 16 15 9.00 3.27 2.46 2.91 Y

Meters PCC#9 LOW 6 6 7.40 9.02 5.90 4.83 N

Meters PCC # 1 MOD 12 12 0.00 1.65 1.77 1.48 Y 

Meters PCC#2 MOD 14 14 0.00 0.79 1.05 1.03 N

Meters PCC#3 MOD 14 14 0.00 0.08 0.21 0.32 N

Meters PCC#4 MOD 11 10 0.00 0.07 0.16 0.31 N

Meters PCC#5 MOD 12 11 0.00 0.03 0.06 0.19 N

Meters PCC#6 MOD 13 13 0.50 0.28 0.64 0.61 N

Meters PCC#7 MOD 11 10 0.00 0.00 0.00 0.00 N

Meters PCC#8 MOD 16 15 0.20 1.03 1.57 1.17 N

Meters PCC#9 MOD 6 6 6.20 3.45 1.75 2.14 Y

Meters PCC# 1 High 12 12 0.00 0.18 0.28 1.08 N 

Meters PCC#2 High 14 14 0.00 0.04 0.13 0.47 N

Meters PCC #3 High 14 14 0.00 0.04 0.13 0.47 N

Meters PCC#4 High 11 10 0.00 0.02 0.06 0.36 N

Meters PCC#5 High 12 11 0.00 0.07 0.23 0.68 N

Meters PCC#6 High 13 13 0.00 0.00 0.00 0.00 N

Meters PCC#7 High 11 10 0.00 0.00 0.00 0.00 N

Meters PCC#8 High 16 15 0.10 0.05 0.13 0.54 N

Meters PCC#9 High 6 6 0.00 4.03 5.40 5.04 N

Meters PCC # 1 TOTAL 12 12 15.00 14.01 5.68 4.45 N 

Meters PCC#2 TOTAL 14 14 15.00 9.96 4.43 3.75 Y

Meters PCC#3 TOTAL 14 14 3.50 2.91 2.70 2.03 N

Meters PCC#4 TOTAL 11 10 0.00 0.58 0.57 0.91 N

Meters PCC#5 TOTAL 12 11 1.30 0.96 1.40 1.17 N

Meters PCC#6 TOTAL 13 13 1.50 1.87 2.25 1.63 N

Meters PCC#7 TOTAL 11 10 0.60 0.35 0.34 0.70 N

Meters PCC# 8 TOTAL 16 15 9.30 4.35 1.69 2.48 Y

Meters PCC#9 TOTAL 6 6· 13.60 16.50 3.15 4.83 N
I--'

I--'

Table 2. Results of Bias Analysis Based on Square Root Transformation for PCC Pavements (Conti

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ID SEVERITY ORIGINAL OUTLIER REF. MEAN DEV DEV. BIAS 

Spalling of Meters PCC # 1 LOW 12 12 0.60 0.12 0.21 0.24 Y 

Transverse Meters PCC#2 LOW 14 12 0.60 0.00 0.00 0.00 NA

Joints Meters PCC#3 LOW 14 13 3.50 0.80 0.72 0.62 Y

Meters PCC#4 LOW 11 10 0.00 0.94 0.44 0.67 Y

Meters PCC#5 LOW 12 9 0.00 0.02 0.06 0.10 N

Meters PCC#6 LOW 13 13 0.90 0.85 0.72 0.64 N

Meters PCC#7 LOW 11 11 5.20 2.75 1.20 1.15 Y

Meters PCC#8 LOW 16 16 0.60 0.51 0.68 0.49 N

Meters PCC#9 LOW 6 6 0.30 1.45 0.71 0.83 Y

Meters PCC # 1 MOD 12 12 0.00 0.00 0.00 0.00 NA 

Meters PCC#2 MOD 14 12 0.00 0.00 0.00 0.00 NA

Meters PCC#3 MOD 14 13 0.00 0.44 0.77 0.68 N

Meters PCC#4 MOD 11 10 0.30 0.02 0.07 0.15 Y

Meters PCC#5 MOD 12 9 0.00 0.02 0.06 0.15 N

Meters PCC#6 MOD 13 13 0.20 0.30 0.40 0.56 N

Meters PCC#7 MOD 11 11 0.00 0.24 0.46 0.50 N

Meters PCC#8 MOD 16 16 1.00 0.84 0.99 0.95 N

Meters PCC#9 MOD 6 6 0.00 0.57 0.83 0.78 N

Meters PCC # 1 High 12 12 0.00 0.00 0.00 0.00 NA 

Meters PCC#2 High 14 12 0.00 0.00 0.00 0.00 NA

Meters PCC #3 High 14 13 0.00 0.47 1.02 0.43 Y

Meters PCC#4 High 11 10 0.00 0.06 0.09 0.15 N

Meters PCC#5 High 12 9 0.30 0.06 0.16 0.15 Y

Meters PCC#6 High 13 13 0.00 0.03 0.11 0.11 N

Meters PCC#7 High 11 11 0.00 0.28 0.89 0.33 N

Meters PCC#8 High 16 16 0.00 0.16 0.56 0.25 N

Meters PCC#9 High 6 6 1.70 3.73 0.79 1.21 Y

Meters PCC# 1 TOTAL 12 12 0.60 0.12 0.21 0.22 Y 

Meters PCC#2 TOTAL 14 12 0.60 0.00 0.00 0.00 NA

Meters PCC#3 TOTAL 14 13 3.50 1.71 0.83 0.84 Y

Meters PCC#4 TOTAL 11 10 0.30 1.02 0.46 0.65 Y

Meters PCC#5 TOTAL 12 9 0.30 0.10 0.16 0.20 N

Meters PCC#6 TOTAL 13 13 1.10 1.18 0.76 0.70 N

Meters PCC#7 TOTAL 11 10 5.20 2.70 0.97 1.06 Y

Meters PCC#8 TOTAL 16 16 1.60 1.51 1.39 0.79 N

Meters PCC#9 TOTAL 6 6 2.00 5.75 1.37 1.55 Y
tvTable 2. Results of Bias Analysis Based on Square Root Transformation for PCC Pavements (Con

DERIVED

DISTRESS SECTION DISTRESS NO. OF RATERS STD STD 

TYPE UNIT ID SEVERITY ORIGINAL OUTLIER REF. MEAN DEV DEV. BIA

Spalling of Number PCC# 1 LOW 12 11 2.00 0.18 0.39 0.32 Y 

Transverse Number PCC#2 LOW 14 12 2.00 0.00 0.00 0.00 NA

Joints Number PCC#3 LOW 14 13 5.00 1.00 0.88 0.74 Y

Number PCC#4 LOW 11 11 0.00 2.82 1.70 1.25 Y

Number PCC#5 LOW 12 10 0.00 0.10 0.30 0.24 N

Number PCC#6 LOW 13 12 4.00 3.92 2.56 1.47 N

Number PCC#7 LOW 11 11 11.00 9.64 1.30 2.31 N

Number PCC#8 LOW 16 14 1.00 1.21 1.15 0.82 N

Number PCC#9 LOW 6 6 1.00 2.33 0.94 1.14 N

Number PCC# 1 MOD 12 11 0.00 0.00 0.00 0.00 NA 

Number PCC#2 MOD 14 12 0.00 0.00 0.00 0.00 NA

Number PCC#3 MOD 14 13 0.00 0.62 0.84 1.03 N

Number PCC#4 MOD 11 11 1.00 0.09 0.29 0.39 Y

Number PCC#5 MOD 12 10 0.00 0.20 0.40 0.59 N

Number PCC#6 MOD 13 12 2.00 1.42 2.10 1.56 N

Number PCC#7 MOD 11 11 0.00 0.73 1.05 1.12 N

Number PCC#8 MOD 16 14 1.00 0.86 0.99 1.21 N

Number PCC#9 MOD 6 6 0.00 0.83 1.07 1.20 N

Number PCC# 1 High 12 11 0.00 0.00 0.00 0.00 NA 

Number PCC#2 High 14 12 0.00 0.00 0.00 0.00 NA

Number PCC#3 High 14 13 0.00 0.77 1.42 0.80 Y

Number PCC#4 High 11 11 0.00 0.36 0.48 0.55 N

Number PCC#5 High 11 9 1.00 0.11 0.31 0.30 Y

Number PCC#6 High 13 12 0.00 0.17 0.55 0.37 N

Number PCC#7 High 11 11 0.00 0.18 0.57 0.39 N

Number PCC#8 High 16 14 0.00 0.14 0.35 0.34 N

Number PCC#9 High 6 6 2.00 1.33 0.47 1.05 N

Number PCC# 1 TOTAL 12 11 2.00 0.18 0.39 0.28 Y 

Number PCC#2 TOTAL 14 12 2.00 0.00 0.00 0.00 NA

Number PCC#3 TOTAL 14 13 5.00 2.38 1.21 1.02 Y

Number PCC#4 TOTAL 11 11 1.00 3.27 1.91 1.19 Y

Number PCC#5 TOTAL 12 10 1.00 0.40 0.49 0.42 Y

Number PCC#6 TOTAL 13 12 6.00 5.50 2.81 1.54 N

Number PCC#7 TOTAL 11 11 11.00 10.55 0.66 2.14 N

Number PCC#8 TOTAL 16 14 2.00 2.21 1.70 0.98 N

Number PCC#9 TOTAL 6 6 3.00 4.50 0.96 1.40 N
80 Low Severity 70 i 60 -Max.

Cf.l 50 CMean

- 40 i

-Min.

=

1 30 0

20 0

10 0 0 0 -

C

0

R I R I R I R I R I R I R I R I R I

80

i 70 Moderate Severity

60 -Max.

Cf.l 50 CMean - 40 -Min.

.e 30 I t

.!

20

~. 10 0 0 0

0 0 0

R I R I R I R I R I R I R I R I R I

80

-.. 70 High Severity

60 -Max.

Cf.l CMean - 50

40 -Min.

=

1 30

20

10

0

R I R I R I R I R I R I R I R I R I

80 Total

i 70 .. 60 -Max.

Cf.l

o I CMean - 50 0

40

o

-Min.

=

1 30 .. []

20

0 []

10 ¢ 0 0 om

0 C n 1::1 0 0

R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 1. Fatigue Cracking (Sq. Meters) - AC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

13
80

Low Severity 70

- -Max. ,g 60

CMean 50

! o f 40 -Min.

30

±

= 20 0

10 0 0

0 0

R I R I R I R I R I R I R I R I R I

80

Moderate Severity 70

- -Max. ,g 60

CMean 50

i 40 -Min.

30

t = 20 0

0

10

0 0

R I R I R I R I R I R I R I R I R I

80

70 High Severity - -Max. ,g 60

50 CMean

.e 40 -Min.

.~ 30 0

= 20

10

0

0

R I R I R I R I R I R I R I R I R I

80 Total

70

- -Max. ,g 60

CMean 50 0

o

! "C -Min. i 40 0

30

1 = 20 0

10 0

0

R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 2. Longitudinal Cracking WP (Meters) - AC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, ~dMaximum Values.

14
400

Low Severity 350

- -Max. e 300 - ......., CMean .. 250 -Min. .a 200 .! 150

100 o ¢

50 a Q c 0 0 .... 0 n ;1; g 0 0 .... "" n "" .. R I R I R I R I R I R I R I R I R I

400

350 Moderate Severity -Max. -! 300 CMean

Q,l 250 "C -Min. .a 200 .! 150 0

100

50 0 C 0

0 CI 0

R I R I R I R I R I R I R I R I R I

400

350 High Severity -Max.

g 300 CMean

250 -Min.

.a 200 .! 150

100

50

0 2 o 0

0 2

0

R I R I R I R I R I R I R I R I R I

400

350

g 300

250

= 200 ! 150

100

50

o

-Max.

Total CMean

-Min. o !

o is o 2

n I o g o o C o CI o g

RI RI RI RI

1 2 3 4

R I

5

R I

6

R I

7

R I

8

R I

9

Workshop No.

Figure 3. Longitudinal Cracking NWP (Meters) - AC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

15
70

-. 60

50

40

=i 30

cu 20

10

o

Low Severity

-Max.

C Mean

o f o t

-Min.

n

o CJ

o C o 1"'1

o 2

o

o T

R I R I R I R I R I R I R I R I R I

70

-. 60

50

40

i

=

30

CU 20

10

o

Moderate Severity

-Max.

CMean

-Min.

0 0

2 o

o 2 o § o o C2 o "" 1"'1

R I R I R I R I R I R I R I R I R I

70

-. 60 High Severity

-Max.

50 CMean

40 'C -Min.

.....

S 30

6iJ 20 cu

0 .,.

10 0 0 0 I~ o 2 o

0

0 0 ,.., """

R I R I R I R I R I R I R I R I R I

70 Total

-.60

0 0 0 -Max.

50 CMean

40 -Min.

30 0 .,.

20

0 I~ 0

C2 0 2 0

! ~1O 0 0

0

R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 4. Transverse Cracking (No.) - AC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

16
100

Low Severity -Max. i 80

- CMean

60 -Min.

S

o '~40

o .. o 20 0

0 1"\ [] o is n jj 1"1 n 1"\ []

R I R I R I R I R I R I R I R I R I

100

Moderate Severity

e 80 -Max.

- CMean

60

I

-Min. S

! '!40 0

0

20 o 2 0

2 0

0 0 2 0 0

R I R I R I R I R I R I R I R I R I

100 High Severity

i 80 -Max.

- CMean

60

S -Min.

'! 40

o oj 0

20 0 0

I 1

0

I f I f f

0 0

0

R I R I R I R I R I R I R I R I R I

100

o o

Total -Max. i 80 CMean - 'po

60 0 [) 0 -Min.

S ... '~ 40

o 0 o g 20 0 o g

0

R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No,

Figure 5, Transverse Cracking (Meters) • AC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

17
12

Low Severity

- -Max.

8 CMean

I

-Min.

.e

o

.~ 4

r "I"

0

0 .... ... ..... ... ..... ... ..... ..... ... ..... [] ..... ... R I R I R I R I R I R I R I R I R I

12

- Moderate Severity -Max. t 8

o ! C Mean

0 ..

o t -Min.

=

! o 4 []

0 - - - - - - ..... ... R I R I R I R I R I R I R I R I R I

12

- High Severity -Max. t 8 CMean

-Min. "C

...

;.l=

a 4

0

0

0

R I R I R I R I R I R I R I R I R I

12 Total

- 1 I -Max. t 0 0

8

I CMean

0 "C -Min.

.a 0

f ...

a 4 "I" 0

0

[] 0 51 0 - ... - ... R R R I R I R R I R I R R

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 6. Corner Breaks (No.) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

18
35 Low Severity 30 ..- -Max.

! 25 []Mean

20 -Min. S

.~ 15

0 2 0 10

5 0

0

R I R I R I R I R I R I R I R I R I

35

Moderate Severity 30 -Max. g 25 [] Mean

20

f

-Min. S

.~ 15

10 0

0

5 0 0

0

R I R I R I R I R I R I R I R I R I

35 High Severity 30

-Max. ..-

! 25 []Mean

20 -Min. S

.~ 15

10

5

0

0

R I R I R I R I R I R I R I R I R I

35 .. 30 Total -Max. g 25

f

[]Mean

"'0 20 0 0 [] 0 -Min. S

.~ 15 2 .1"

0 [~ 10 .. 5

0 ..... ..... ... ..... n ..... .... - - -

co

R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 7. Longitudinal Cracking (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

19
8

Low Severity -Max. -

g 6 lJ Mean

-Min.

=4

1

I 2 ,

I 0

0 - -- - - - - - - - - -- - -- - -- R I R I R I R I R I R I R I R I R I

8 Moderate Severity

- -Max.

g 6 lJMean

Q,l

"Cl -Min. i 4

'I" .. .. 2 []

[J

0 - - - - - - - - - I~ - - .... "" .... ""

R R I R I R I R I R I R I R I R I

8 High Severity

A -Max.

6 lJMean

Q,l

"Cl -Min. i 4

o 'I" 0 'I" .. 2

[]

0 [J [1 0 - - - - - - - - - "" - - R I R I R I R I R I R I R I R I R I

8 Total

- -Max. g 6 .. lJ Mean

= 4 -Min.

i 0 'I" 0

2 IJ

0 [J

0 - - - - - - - - - - .... - R R I R R I R I R R R R

1 2 3 4 5 6 7 8 9

Workshop No,

Figure 8, Longitudinal Cracking Sealed (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values,

20
35

--:' 30 Low Severity -Max.

Q

25 CMean

20 -Min. "0

o

.a 15 .~ 0

10

5 0 0

0 o C

R I R I R I R I R I R I R I R I R I

35

--:' 30 Moderate Severity -Max.

Q

25 CMean

20 -Min. "0

.a 15

f .~ 0

10

0 5 0 !i!

o § 0 g 0

R I R I R I R I R I R I R I R I R I

35

--:' 30 High Severity -Max.

Q

25 C Mean

20 -Min.

.a 15 .~

10

5 0

0 0 o c 0 c 0

R I R I R I R I R I R I R I R I R I

35

-.. 30 Total -Max.

25

o t t CMean

o

20 -Min. "0 0 .a 15 .~

10

o 5 o g 0

o C 0

0 0

R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 9. Transverse Cracking (No.) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

21
80 Low Severity 70 -Max.

§ 60 []Mean

50 "Cl -Min.

.a 40 .! 30 0

cu 20

10 0 0

0 g Ei 0 0

R I R I R I R I R I R I R I R I R I

80

70 Moderate Severity -Max.

g 60 []Mean

50 -Min. "Cl

= 40 0

I i 30

CU 20 o

0

2 10 0 0

0 0

R I R I R I R I R I R I R I R .I R I

80

70 High Severity -Max.

g 60 []Mean

50 -Min. "Cl

= 40 i 30

CU 0

20

10 0 CI 0 g 0 0

R I R I R I R I R I R I R I R I R I

80 Total 0 70

g 60 -Max.

[]Mean 50 "Cl 0 -Min. i 40 0

~~ 1 CU

g o

0 g 0

°IT ,

0

I I

10 0

o I I I I

R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 10. Transverse Cracking (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

22
15 Low Severity -Max. -.

e CMean -10

-Min. "C

..... =.!

5

0

R I R I R I R I R I R I R I R I R

15

Moderate Severity -Max.

6' CMean -10

Q.l -Min. "C

i ..

5

0 0 ... I)

0 .... .... .... .... .... .... - .... 13 - .... - ....

R I R I R I R I R I R I R I R I R I

15 _.-

High Severity

-. ... -Max. e

I -10 CMean

"C

i 0 0 ... -Min.

5 [) ... 0

T .... [) - - - - 9 - [1 0 - - .... ... ... '"' ... -= ... , ...

- R I R I R I R I R I R I R I R I R I

15

Total

g 0 0

I -Max.

10 CMean

"C -Min. .... S

Q 5

0 +-EI ,

R R I R I R I R I R R R I R

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 11. Transverse Cracking Sealed (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

23
4

- -Max.

= CMean

-Min.

2 o 8 o 8 '1" o 8

Q

o [~ o 8 o 8 o 8 o .•

0 - - [],

R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 12. Joint Seal Damage of Longitudinal Joints (No.) - PCC Pavements,

Manual Surveys: Reference and Individual Minimum, Mean, and Maximum Values.

300

- 250

200

't:l 150 ... .a

Q 100

50

0

-Max.

CMean P T '1" -Min.

o .•

0 .. oo []

[) []

[]

- =- - =- - - -

=

R I

1

R I

2

R I

3

R I

4

R I

5

R I

6

R I

7

R I

8

R I

9

Workshop No.

Figure 13. Joint Seal Damage of Longitudinal Joints (Meters) - PCC Pavements,

Manual Surveys: Reference and Individual Minimum, Mean, and Maximum Values.

24
40

_ 35

30

25 1 20

115

10

5

o

Low Severity

0 III 0 B -Max.

CMean

- - -Min.

0

_9 0 B [~

o C - - ,... ... ,... ... R I R I R I R I R I R I R I R I R I

40

- 35 - Moderate Severity

30 -Max.

25 CMean

20 -Min. .! 15 .,.

e'U 10

5 0

0

R I R I R I R I R I R I R I R I R I

40 _ 35

30

25

20 i 15

10

5

o

High Severity -Max.

0

CMean

-Min.

,!"

0 1:1

0 a [~ 0

;I; 0

- - - ... - - ,... ...

- R I R I R I R I R I R I R I R I R I

40

_ 35

30

25

.a 20

'! 15

10

5

o

Total -Max.

0 iii 0 B 0 CMean

-Min.

o I'

f

o [~

0 0 0 0 B g

-- R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 14. Joint Seal Damage of Transverse Joints (No.) - PCC Pavements, Manual

Surveys: Reference and Individual Minimum, Mean, and Maximum Values.

25
90 Low Severity 80 ..- 70 -Max.

S 60 IJMean

QJ

"0 50 -Min.

.-..... = 40 S> 30

20 0 0

10

0 0

R I R I R I R I R I R I R I R I R I

90

Moderate Severity 80 ..,Max. ..- 70 S IJ Mean 60 QJ

"0 -Min. 50

=

i 40

30

20

10

0

R I R I R I R I R I R I R I R I R I

90 High Severity 80

§ 70 -Max.

QJ 60 IJMean

"0 50

= -Min. ..... .- 40

30

20

10

0

R I R I R I R I R I R I R I R I R I

90 Total 80 -Max. ..-

S 70

60 IJMean

QJ

"0 50 -Min.

..... = 40 .~

30

20

0 0 is

10 0 - 0 0

R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 15. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

26
15

o

Low Severity -Max.

T o 1 CMean

-Min.

.. .. 0 • 'PO o I~

o

0

r 0 0 Q [] ::r: 0

R I R I R I R I R I R I R I R I R I

15

..-. Moderate Severity -Max. 0

~1O CMean

-Min. "0

.a

'~ 5

0

R I R I R I R I R I R I R I R I R I

15

High Severity ..-.

0 -Max.

~1O C Mean

-Min. .a

'~ 5

0 C

0

R I R I R I R I R I R I R I R I R I

15

..-.

~1O

o

Total

o n -Max.

I 'I" CMean

-Min.

• • po .po 0

o

0 C

'PO [~ I

0 0 I

I

o I~

I] X 0 o [~

- R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 16. Spalling of Transverse Joints (No.) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

27
30 -,----------------------------------,

Low Severity _ 25

e

-20

.a 15

.~ 10

5

-Max.

CMean

-Min.

R I R I R I R I R I R I R I R I R I

30 -,-----------------------------------,

_ 25

e

- 20

.e 15

.~ 10

5

Moderate Severity -Max.

CMean

-Min.

O+CH-Ia-+---1-D-+I!If-+--t-o-+---t-----H.4--Ia-+---1-D-+-We-t--+-'o-+-W-t--+Cf-HiiI-+---t-"'--t-We-t--+-'o-+--W-i

R I R I R I R I R I R I R I R I R I

30 -,-----------------------------------,

High Severity

-Min.

-Max.

C Mean

o

O+CH-la-+---1-D-+I!If-+--t-o-+-W---t--+-CH-Iii-+---t--O-+-iiI,-+------t-<o-+-8-t--+<lf-HiiI-+---t-Q-+-iiI-+--+---+---1

5

_ 25

! 20

'C=~ 15 !1O

R I R I R I R I R I R I R I R I R I

30 --,-------------~---------------------,

Total

5

e 25

- 20

15 i 10

o

-Max.

C Mean

-Min.

R I R I R I R I R I R I R I R I R I

1 2 43 5 6 7 8 9

Workshop No.

Figure 17. Spalling of Transverse Joints (Meters) . PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

28
500

-Max.

-e 400 []Mean

o I 0"

00 .. -Min. -300

o

Q,l

"Cl

!2oo

o f 0

100

o [] - - - ... 0 - - - - R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 18. Polished Aggregate (Sq. Meters) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

60

• p" 'p" -Max.

- 50 Q CMean

40 -Min. I

Q,l 0

"Cl 30 [> [) =

i 20 0 co=

=, ..;

10 ••

0 - ... - - - - -,-- - - - - R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 19. Popouts (No.) - PCC Pavements, Manual Surveys: Reference

and Individual Minimum, Mean, and Maximum Values.

29
25 Low Severity .-..

Q 20 -Max.

[] Mean

Q) 15

f

"'Cl -Min.

.a 10 0 .~

e'd "I" 5

0 [~

0 .... "" .... "" .... III!II 0 EI .... "" 0 EI ,~ , .... ""

R I R I R I R I R I R I R I R I R I

25

'""':' 20 Moderate Severity -Max.

[]Mean

Q) 15 -Min. "'Cl

.a.... 10

f e'd 5

0

0

R I R I R I R I R I R I R I R I R I

25

'""':' 20 High Severity -Max.

0

[]Mean

Q) 15 -Min. "'Cl

..... = 10 ....

I:

5 0 "l"

¢

0 .... "" .... "" .... ... .... "" .... "" - - 0 III!II .... ... R I R I R I R I R I R I R I R I R I

25 Total .-.. 20 -Max.

±

[]Mean

Q) 15 0

"'Cl -Min.

....

..... = 10

0 EI e'd 5

0 0 EI 0

R I R I R I R I R I R I R I R I R I

1 2 3 4 5 6 7 8 9

Workshop No.

Figure 20. Patch/Patch Deterioration Rigid (No.) - PCC Pavements, Manual Surveys:

Reference and Individual Minimum, Mean, and Maximum Values.

30
200 Low Severity

i -Max. 150

00. IJMean

- 100 -Min.

.a

.~

c:I 50 0

0

R I R I R I R I R I R I R I R I R I

200

-

§. 150

00.

-QJ

"Cl 100 .a

.~

c:I 50

0

Moderate Severity -Max.

IJ Mean

.~ -Min.

[~

0

,.. ... ,.. ... ,.. ,.. ... ,.. ... ,.. ... ,.. ... •• ,.. ...
20 25 30 35 40

Mean

5 10 15

25 -,------------------------------------,

20 Low Severity • y = 0.6845x RMSE

15 y = 0.4786x STDEVI

1

0

Q t:::::::::i::::::~::;::;...................'1 y = 0.443x STDEV2

E-l 5

00. 0 ~~~~=----+---+_-__+--_+_--f____-__j__-_____J

o

20 25 30 35 40

Mean

5 10 15

25 -,-------------------------------------,

~20 Moderate Severity

15 Y = 0.6249x RMSE

-

1

0

00.

5 f~~...:1..J ",.••

...:::~~::.-II=~-~Y:=-=-0~.5~8"15:x:S:T:D:E,,V121'-1__-- - Y 0.5579x STDEV2 -+---J

o

o

25 30 35 40

High Severity

20

Mean

5 10 15

Y = 2.0792x STDEVI

Y = 1.6986x STDEVI

Y = 1.5106x STDEV2

o

o

25 -,---------------------------------------,

20

15

- 10 1

5

00.

35 40

Y = 0.5738x RMSE

Y = 0.3768x STDEVI

•

30

•

25

Total

20

Mean

5 10 15

25 -,---------------------------------------,

20

15

-

Q

10~~:::::===::j e Y = 0.3267x STDEV2

E-l 5 00.

o

o

Figure 22. Fatigue Cracking (Sq. Meters) - AC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean.

32
40

00 30 Low Severity

- 20

y = 1.0749x RMSE

- E-4 10 I.~ • ... O.2649x STDEVI

00 -0

0 .- y O.2578x STDEV2

0 10 20 30 40 50

Mean

40

00 Moderate Severity 30

20 • y = O.965x RMSE

Y = O.5316x STDEVI

10 e y = O.535x STDEV2

00 II)

0

0 10 20 30 40 50

Mean

40

30 High Severity

•

20 Y = 1.5737x RMSE

i = 1.4191x STDEVI

10

00 y = 1.3189x STDEV2

0

0 10 20 30 40 50

Mean

40

Total y = O.7516x RMSE 00 30

y = O.3295x STDEVI

20 • y = O.312x STDEV2

• - • " - E-4 10

00 •

• I

0 -- ....

0 10 20 30 40 50

Mean

Figure 23. Longitudinal Cracking WP (Meters) - AC Pavements, Manual Surveys:.

Standard Deviation/RMSE Vs. Mean.

33
350

300 00. Low Severity 250

200 -

> 150 Y= 0.7452x RMSE

100 y = 0.7095x STDEVl .J 50 O.7093x STDEV2 00. Y

0

0 50 100 150 200 250 300 350

Mean

350

300

00. Moderate Severity 250

200

- y = O.7376x RMSE > 150

y = 0.63l6x STDEVl 100

50 - y O.6273x STDEV2 00. l- - 0

0 50 100 150 200 250 300 350

Mean

350

300

00. High Severity 250

200

-

> y = 0.4955x RMSE 150

100 y = 0.3725x STDEVl

50 y = 0.3637x STDEV2 00. l..R -- 0

0 50 100 150 200 250 300 350

Mean

350

300 Total 00. 250

200 y = O.2306x RMSE

-;, Y= O.2074x STDEVl 150

100 y = O.2045x STDEV2

00. 50 - 0 ..---

0 50 100 150 200 250 300 350

Mean

Figure 24. Longitudinal Cracking NWP (Meters) - AC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean.

34
15 ,---~~~~~~~~~~~~~~----~--------------,

40 50 60 70

y = O.1758x STDEV2

30

Low Severity

y = O.2945x RMSE

y = O.2009x STDEVI

10 20

• •• :; e

!lie, 0 O+-=-----+-----f----~--_+_---_+----j__---_+_---_____i

o

Mean

30 40 50 60 70

Moderate Severity

20

y = O.6901x RMSE

y = O.3518x STDEVI

y = O.345x STDEV2

10

•

•

0+-'----------+-----+------+-------1-----+-----+---------1

o

15 ,-----------------------------------,

10

- 5

00.

Mean

15 ,-----------------------------------,

20 30 40 50 60 70

High Severity

y = O.5016x RMSE

y = O.3752x STDEVI

y = O.3756x STDEV2

10

•

Or"'------+-----j__----f-------+----t-------j---------1

o

Mean

15 ,-----------,----------------------_

40 50 60 70

Total

10 20 30

O+------+-----f-------_+_------I-----+--------j------I

o

Mean

Figure 25. Transverse Cracking (No.) - AC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean.

35
30

r.:l 25 Low Severity rI.l

20

-

> 15 Y = O.3707x RMSE

r.:l 10 y = O.2138x STDEVI

E-l 5 rI.l. y = O.2137x STDEV2

0

0 10 20 30 40 50 60 70 80 90 100

Mean

30

25 rI.l Moderate Severity 20 y = O.5335x RMSE

- 15 y = O.3521x STDEVI

10 y = O.3497x STDEV2

E-c 5 rI.l.

0

0 10 20 30 40 50 60 70 80 90 100

Mean

30

rI.l. 25 High Severity

20 • y = 0.4742x RMSE

15 y = O.3565x STDEVI

10 •

y = O.3551x STDEV2

E-c 5

rI.l. 0

0 10 20 30 40 50 60 70 80 90 100

Mean

30

25 Total

20 y = O.1193x RMSE

- 15 y = O.0944x STDEVI

Y = O.0895x STDEV2 10 ! • • -.

E-c 5 • •

• 5 e rI.l. • 6 0

0 10 20 30 40 50 60 70 80 90 100

Mean

Figure 26. Transverse Cracking (Meters) - AC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean.

36
4

Low Severity

~3 Y = O.6244x RMSE

>2 Y = 0.4979x STDEVI

1 & Y = O.5022x STDEV2

00.

0

0 2 4 6 8 10 12

Mean

4

Moderate Severity

~3 y = 0.4873x RMSE

.Y = O.3637x STDEVI

>2 Y = O.3585x STDEV2

Q

1

00.

0

0 2 4 6 8 10 12

Mean

4

High Severity

00.3

Y = O.7624x RMSE

~2 Y = O.6318x STDEVI

1 Y = 0.4606x STDEV2

00.

0

0 2 4 6 8 10 12

Mean

4

Total

00. 3

Y = O.1522x RMSE -- 2

• I - Y = O.1388x STDEVI

1

-- • lI>y O.1314x STDEV2 00.

0

0 2 4 6 8 10 12

Mean

Figure 27. Corner Breaks (No.) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean.

37
Low Severity

•

5 10

Mean

y = O.3406x RMSE

y = O.3108x STDEVI

y = O.2323x STDEV2

15 20 25

15 20 25

y = O.3784x RMSE

y = O.364x STDEVI

y = O.3404x STDEV2

5 10

•

Moderate Severity

o....-'----------+---------+------+---------+--------1

o

Mean

6 -.------------------------------------_

High Severity

y = O.9949x STDEV2

y = 1.364x RMSE

5 10 15 20 25

o -----~t_------f___-----+_-----_+_-----____1

o

Mean

20 25

•

5 10 15

6 I

I Total Y = O.2595x RMSE

4 t ••

Y = O.2211x STDEVI

> I

~: L!~....""'II!!!!!!!:::=:=====~~:~=e~~~~Y~=~O~.1~72~8~X-S~T~D~E~V~2-J 0

Mean

Figure 28. Longitudinal Cracking (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean.

38

12

10 Low Severity

\I.)

8

- 6

Y = O.5039x RMSE

4

Y = O.3719x STDEVI

I y = 0.3619x STDEV2 E-c

\I.) 2 .-

0

0 5 10 15 20 25 30

Mean

12 Moderate Severity

10

8 •

Y = 0.59x RMSE

- 6

y = 0.2657x STDEVI Q 4

E-c • \I.) y = 0.2651x STDEV2 2

0

0 5 10 15 20 25 30

Mean

12 High Severity

10

8

6 y = 0.4338x RMSE

4 Y = 0.409x STDEVI

E-c

\I.) 2 Y = 0.41x STDEV2

0

0 5 10 15 20 25 30

Mean

12

\I.) 10 Total

g 8

6 Y = 0.1787x RMSE

4 -- - Y - 0.1487x STDEVI

E-c

\I.) 2 : .. "y 0.1419x STDEV2

0

0 5 10 15 20 25 30

Mean

Figure 30. Transverse Cracking (No.) . pce Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean.

40
35

30 00 Low Severity 25 •

20 Y = 1.1775x RMSE --> 15 - Y - 1.0492x STDEVI

10 • • • -;y 0.5262x STDEV2

00 5 .",," "'" 0

0 5 10 15 20 25

Mean

35

30

Moderate Severity

00 25

20

-- 15 Y = 1.1163x RMSE

10 Y = 0.7059x STDEVI

00 5 ~- ---- y = 0.7089x STDEV2 1- ... 0

0 5 10 15 20 25

Mean

35

30 High Severity

00 25

20 Y = 1.6736x RMSE

-- 15 Y = 1.342x STDEVI

10

00 5 Y = 1.3414x STDEV2

0

0 5 10 15 20 25

Mean

35

30 Total 00 25 •

20

-- Y = 0.7672x RMSE

15 - 10 • Y 0.6819x STDEVI

00 5 • • 0.3192x STDEV2

_1"1. ... II Y

0

0 5 10 15 20 25

Mean

Figure 31. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean.

41
8

~6 Low Severity

• y = 1.3696x RMSE

>4

Q Y = O.9704x STDEVI

~200

y = 0.4223x STDEV2

0

0 2 4 Mean 6 8 10

8

~6 Moderate Severity

-4;, y = 2.0301x RMSE

• ~2 y = 1.8657x STDEVI

00

y = 1.5007x STDEV2

0

0 2 4 6 8 10

Mean

8

~6

High Severity

>4 y = O.6345x RMSE

y = O.2656x STDEVI

~200 y = O.2429x STDEV2

0

0 2 4 6 8 10

Mean

8 Total

006 •

Y = 1.OO39x RMSE

~4 y = O.712x STDEVI

~2 e y = O.3371x STDEV2

00

0

0 2 4 6 8 10

Mean

Figure 32. Spalling of Transverse Joints (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean.

42
5

4 • Low Severity y = 0.4101x RMSE

00

3

• Y = 0.2818x STDEVI

- •

2 • • y = 0.2295x STDEV2

~1 II' e

0

0 2 4 6 8 10 12 14

Mean

5

Moderate Severity

00 4

3 Y = 1.6078x RMSE

- 2 Y = 1.4325x STDEVI

Eo- y = 1.27x STDEV2 1 00

0

0 2 4 6 8 10 12 14

Mean

5

4 High Severity 00

3

-;;> y = 1.1691x RMSE

2

Y = 0.878x STDEVI Eo00 1 Y = 0.6568x STDEV2

0

0 2 4 6 8 10 12 14

Mean

5

00 4 Total y = 0.3294x RMSE

3 •••

• - y = 0.2545x STDEVI

;;> 2 • • y = 0.1715x STDEV2

Eo00 1 I ~o

0

0 2 4 6 8 10 12 14

Mean

Figure 33. Spalling of Transverse Joints (No.) - PCC Pavements, Manual Surveys:

Standard Deviation/RMSE Vs. Mean.

43
=

15

.... Q Low Severity 1i

....

... 10 .J

"0

•

5 • • •

"0

;

..... I

00 0

0 5 10 15 20 25 30 35

Mean

15

= Moderate Severity Q

....

1i

....

t 10 •

"0

5 "0

;

(Ii

0

0 5 10 15 20 25 30 35

Mean

15

= High Severity Q

....

1i

.... 10 t

"0

5 "0

a • .....

00 Ip 0

0 5 10 15 20 25 30 35

Mean

15

= Total Q

.... • • ....

... 10

"0 • ••

5 "0

;

.....

00

0 •

0 5 10 15 20 25 30 35

Mean

Figure 34. Fatigue Cracking (Sq. Meters) - AC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

44
15

=

Low Severity Q....

.... 10 t

Q

"CI •

5 •

"CI

00

0

0 10 20 30 40 50

Mean

15

=

Moderate Severity

Q

cu • .~ 10

•

"CI

5

00

B

0

0 10 20 Mean 30 40 50

15

5 High Severity ....

.~ 10 •

Q

"CI

5 "CI

0

0 10 20 30 40 50

Mean

15

....5 Total • •

• . 10

•

"CI

5 •

0

0 10 20 30 40 50

Mean

Figure 35. Longitudinal Cracking WP (Meters) - AC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

45
200 250 300

Low Severity

•

100 150

Mean

50

120 ,----------------------------------,

8.... 100 16·e 80

Q 60

40

§ 20

0-..-------"'~-t__---___+_----_+_----+_---___4----__i

o

120 ,-------------------------------------,

150 200 250 300

Mean

Moderate Severity

•

50 100

O..,..-----I----------j---------t-------+---------I-------j

o

40

80

20

60

.~

= 100

16....

'0

a

200 250 300

High Severity

100 150

Mean

50

120 ,------------------------------------,

8.... 100 16

.... 80

'0 60

40

20 1_ J1- .-.,...--~-. " .. 0 -.

o

300 350

•

50 100 150 200 250

= 120 ,--------------------------------,

.~ 100 Total

16

80

60 '0

40

'0

20 • ".. o +---""'------'==-----+------t-----+-----+-----j-----+----I .-1 • ••

o

Mean

Figure 36. Longitudinal Cracking NWP (Meters) - AC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

46
10

= Low Severity 0.... 8 ....

0>-

6 Q,l _.L

"Cl •

t-e 4 •

"Cl

§ 2 ....

00. 0

0 10 20 30 40 50 60

Mean

10

0

=

Moderate Severity .... 8 ....

0>- 6 Q,l

"Cl •

; 4

"Cl

= 2

r;j

0 •

0 10 20 30 40 50 60

Mean

10 =0 High Severity .... 8 ....

t 6

"Cl

•

4 ;

"Cl 2 §

....

00. 0

0 10 20 30 40 50 60

Mean

10

= Total 0.... 8 ....

0>- 6 • Q,l • •

"Cl

•

; 4

"Cl __ a •

§ 2

r;j

• • •

0

0 10 20 30 40 50 60

Mean

Figure 37. Transverse Cracking (No.) - AC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

47
15 Low Severity

C'lS .1: 10

"C

5 •

! •

00 0

0 20 40 60 80 100

Mean

15

• Moderate Severity

C'lS .1: 10 • !

"C

[:; 5 "C

•

0

0 20 40 Mean 60 80 100

15

• High Severity

C'lS .1: 10

! •

"C

[:; 5 •

"C •

0

0 20 40 60 80 100

Mean

15

Total

C'lS .1: 10

• -; 5

•

"C • • •

• •- • •

0

0 20 40 60 80 100

Mean

Figure 38. Transverse Cracking (Meters) - AC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

48
= 3

0.... Low Severity

.;;: 2 • <I)

"Cl

1

"Cl

•

.5=

"-l 0

0 2 4 6 8 10

Mean

3

=0

.... Moderate Severity ....

t 2 •

"Cl

1

"Cl

0

0 2 4 6 8 10

Mean

= 3

.... 0 High Severity .... 2 t •

"Cl

1

"Cl

; •

(j) 0

0 2 4 6 8 10

Mean

= 3

0 Total ....

.;;:

<I) 2

"Cl

1 • •

"Cl

• -- - •

0

0 2 4 6 8 10

Mean

Figure 39. Corner Breaks (No.) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

49
= 4

Q..... • ..... 3 Low Severity ... 2

•

"'CI

s..

"'CI 1 •

;

r;.J 0

0 2 4 6 8 10 12 14 16 18

Mean

= 4

Q..... • ..... 3 Moderate Severity __---------- .--- ...

"'CI

;

2 V~-_~~-- "'CI 1

....

=

00 0

0 2 4 6 8 10 12 14 16 18

Mean

= 4

Q..... High Severity ..... 3 ...

2

"'CI

;

"'CI 1

....

=

00 0

0 2 4 6 8 10 12 14 16 18

Mean

= 4 Q..... • ..... 3 Total • ... •

2

"'CI•

"'CI 1 • ....

a

00 0

0 2 4 6 8 10 12 14 16 18 20

Mean

Figure 40. Longitudinal Cracking (Meters) - pec Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

50
= 20 0.... Low Severity 15 • ....

...

Cl.l

10

"C

;

"C 5

; 0

0 10 20 30 40 50 60 70 80

Mean

=0 20 .... 15 Moderate Severity ....

Q 10

"C •

; 5 "C •

= •

0

0 10 20 30 40 50 60 70 80

Mean

=20

0.... High Severity .... 15 ...

Cl.l

10

"C •

;

"C 5

;

.....

00. 0

0 10 20 30 40 50 60 70 80

Mean

=20

0 Total ....

.... 15 ...

Cl.l

10

"C

;

"C 5

; • •

•••• • .....

00. 0

0 10 20 30 40 50 60 70 80

Mean

Figure 41. Transverse Cracking (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

51
= 6 Q

Low Severity ....

.... •

4

Q

"e

2

"e

i

lZl

- 0

0 5 10 15 20 25

Mean

= 6 Q

....

.... Moderate Severity 4

Q •

"e

2

"e

a •

lZl

- 0

0 5 10 15 20 25

Mean

=

6

Q

.... High Severity .... 4

Q

"e

•

a 2

"e

a

lZl

- 0

0 5 10 15 20 25

Mean

=

6

Q

Total ....

.... 4

Q ...I "e •

a 2

"e • •

a --- •

0 •

0 5 10 15 20 25

Mean

Figure 42. Transverse Cracking (No.) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

52
§ 8 .. Low Severity

'5= 6

QJ

•

"0

4 •

"0 2

J 0

0 2 4 6 8 10 12 14 16 18

Mean

§ 6

'5= Moderate Severity 4

"0

2

J 0

0 2 4 6 8 10 12 14 16 18

Mean

§ 6

•

High Severity '5= 4

"0

2

J 0

0 2 4 6 8 10 12 14 16 18

Mean

§ 6

Total •

'5= 4 •

!

"0

•

2

J 0

0 2 4 6 8 10 12 14 16 18

Mean

Figure 43. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

53
....=0 2.0

1.5 .... Low Severity

Q)

1.0 "'0

l-<

0.5 "'0

; 0.0

rJ1

- 0 1 2 3 4 5 6

Mean

= 2.0 0.... 1.5 Moderate Severity ....

Q)

Q 1.0

"'0

l-<

"'0 0.5

;

- 0.0 rJ1

0 1 2 3 4 5 6

Mean

= 2.0 .... 0 High Severity .... 1.5

Q)

Q 1.0 'C

•

a •

"'0 0.5

=

0.0

0 1 2 3 4 5 6

Mean

=2.0 0.... Total

.;;: 1.5

Q)

• •

Q 10

"'0'

a"'0 0.5

;

0.0

0 1 2 3 4 5 6 7

Mean

Figure 44. Spalling of Transverse Joints (Meters) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

54
=

: r

0..... • Low Severity .....

Q)

•

"0

l-<

•

"0

=

0 r/j

0 2 4 6 8 10 12

Mean

= 3 I

..... 0 Moderate Severity ...

.....

Q) 2 •

"0

"0

!

00 0

0 2 4 6 8 10 12

Mean

= 3

0.....

..... High Severity

t 2

"0 •

1

"0

...

= •

00 0

0 2 4 6 8 10 12

Mean

= 31 0

+:l

• Total .....

:1 • Q)

•

"0 •

"0

•

o I

= • ...

00

0 2 4 6 8 10 12

Mean

Figure 45. Spalling of Transverse Joints (No.) - PCC Pavements, Manual Surveys:

Standard Deviation Vs. Mean.

55
70

_60 Low Severity -Max.

a CMean ='50

-Min. ClJ 40 . "C

= 0

1

30

[]

C'4 20 [~

~1O Ei Q 0

0

R T R T

70

8 60 Moderate Severity -Max.

='50 CMean

-Min.

ClJ 40

"C

1

30

1 C'4 20

10 0 C

0

R T R T

70

_60 -Max.

S50

High Severity CMean

-Min.

ClJ 40

"C

130

C'4 20

~1O 0 C

0

R T R T

70

i 60

-Max.

Total CMean

00 50 0

- -Min. i 40 C

130

C'4 20

10 Ei Q

0

0

R T R T

8 9

Workshop No.

Figure 46. Fatigue Cracking (Sq. Meters) . AC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

56
80

Low Severity -Max.

g 60 [JMean

Q,l -Min.

"C

S 40

.~

eu

20

0 [J n ri M 0

R T R T

80

Moderate Severity

-Max.

-- 60 E [J Mean

Q,l -Min. "C

S 40 .~

eu 20 [J 0

0 0 I!!I I!!I

R T R T I

80

High Severity -Max. g 60

[J Mean

-Min.

S 40

.~

I eu

20

0 0 [] 0 I!!I I!!I

R T R T I

80

Total

-Max.

g 60 [J Mean

Q,l -Min.

"C

= 40 i

eu 20 0 [J

0

R T R T

8 9

Workshop No.

Figure 47. Longitudinal Cracking WP (Meters) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

57

40

Low Severity -.. -Max.

30 CMean

-Min.

"Cl 20 .a

.~

f

0

! 10

0

C

0

R T R T

I Total -Max.

CMean

0 C 1 T

-Min.

0

1

R T R T

--

I-Max. High Severity CMean

[-Min.

.. 0 C

[]

- B

R T R T I

40

--:-

30

20 .a

.~

10

0

40

-..

0 30

"Cl 20 ....

..... =

10

0

40

-..

30

"Cl 20 ....

.a

10

0

o

R

C

T

8

Moderate Severity

R T

9

-Max.

CMean

-Min.

Workshop No.

Figure 49. Transverse Cracking (No.) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

59
80

.s 40

j 20

o

-Max.

Low Severity []Mean

-Min.

0

J.

n []

R T R T

80

Moderate Severity -Max.

i 60 [] Mean '-'

-Min. "'0.s 40 ....

a

20 0 []

0 0

R T R T

80

High Severity -Max.

g 60 [] Mean

-Min.

"'0.s 40 ..

'! 0 []

20 []

0 .... - - R T R T

80

Total

I-Max.

- []Mean S 60 0 []

-Min.

"'0

= 40

0

2

20

0

R T R T

8 9

Workshop No.

Figure 50. Transverse Cracking (Meters) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

60
4

--- Low Severity -Max.

I:] Mean

-Min.

.a 2 0 I:] .. '! .. .~

1 I]

I~

0 - R T R T

-Max.

Total .~ I:] Mean

-Min.

0 I:] .~

[~

I) 0 .. e

Moderate Severity -Max.

I:] Mean

-Min. .~

.~ 0 [) .~

I~

,.. ... [:J

R T R T

4

---

2

i

0

4

---

2

i

0

4

---

2

i

0

R

R

T

T

8

High Severity

R

R

T

T

9

-Max.

I:] Mean

-Min.

Workshop No,

Figure 51. Patch/Patch Deterioration (No,) • AC Pavements,

Manual Surveys: Reference, Team, and Individual Values,

61
10-,------------------------------------,

Low Severity -Max.

C Mean

-Min.

o C

".

R T R T

10 -,--------------------------------------,

Moderate Severity

"I"

-Max.

CMean

-Min.

o +----{"')----t---{....}----t----illllli----t-----+---\,,"'J----\-----...-----\----w- ~----1

R T R T

10-,------------------------------------,

High Severity

-Max.

CMean

-Min.

o -t---D---+--{]----t----s----t-----+----Q-----+----I!!I---t---f!t-----I

R T R T

1O-r------------------------,:::=====::;I

-Max.

CMean

-Min.

T

"I" Total

"I"

T

C

R

o

6

8

4

2+

o +1---~---~-~[--~-__+_---_+_-----\"J----t--------"----t----Io[]--___1 R

8 9

Workshop No.

Figure 52. Patch/Patch Deterioration (Sq. Meters) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

62

0.5

- Low Severity -Max. §. 0.4

lZl CMean

--Q) 0.3 -Min.

"C

.e 0.2 .~

0.1 C

0.0

R T R T

0.5

Moderate Severity -e -Max. 0.4

Cl"

lZl [] Mean

--Q) 0.3 -Min. .~

"C

.e..... 0.2 Q.

0.1 I [~

0.0 - ... .- ... R T R T

0.5

High Severity

-

§. 0.4 -Max.

lZl

-- [] Mean 0.3

=

-Min.

i 0.2

0.1

0.0

R T R T

0.5

0.4 Total -Max.

lZl []Mean

-- 0.3 .~ Q) -Min.

"C

=

i 0.2

0.1 [] I [~

0.0 ..... - - R T R T

8 9

Workshop No.

Figure 54. Potholes (Sq. Meters) - AC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

64
10 Low Severity

- 8 -Max. Q

[]Mean

Q,l 6 -Min. "0

.a

.~ 4

2

0

R T R T

Total -Max.

[]Mean

[]

-Min.

0

f

0 8 9

10

-Q 8

Q,l 6

"0

.a

.~ 4

2

0

10

--:- 8

c

Q,l 6

"Cl

.a

.~ 4

2

0

10

-Q 8

Q,l 6

"0

....= 4 ....

6iJ

2

0

o

R

R

R

[]

T

T

T

8

Moderate Severity

High Severity

R

o

R

R

T

8

T

T

9

-Max.

[]Mean

-Min.

-Max.

[]Mean

-Min.

Workshop No.

Figure 55. Corner Breaks (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

65
20

Low Severity -Max. g 15 I:J Mean

"0 -Min.

.810 .....

Q ,,. eo=

5

0 I:J I)

0 0 Ii!! ... R T R T

20

Moderate Severity -Max.

--e 15 I:J Mean -Q) .~

"0 -Min.

.a 10 ..... 0 Q [~

eo=

5

I:J

0 - - ... R T R T

20

High Severity

-- 15

-Max.

S I:J Mean

Q)

"0 -Min.

...... = 10 .....

6iJ

eo=

5

0

R T R T

20

Total

g 15 . -Max.

I:J Mean

Q) 0 "0 [~ -Min. ...... = 10 .....

=

Of)

eo= 5 I:J

0 - - ... ... R T R T

8 9

Workshop No.

Figure 56. Longitudinal Cracking (Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

66
30

..-.. 25 Low Severity -Max.

20 CMean

-Min.

=

15 '!" i 10

5

9 09 [~

0 0 C

R T R T

30

..-.. 25 Moderate Severity -Max.

CMean

20

Q)

f

-Min.

"0 15

=

! i 0

10

5

0 C g 0

R T R T

30

..-.. 25 High Severity -Max.

0 C Mean 20

Q) -Min.

'g 15

f

.....

• 10

0 B

5

0

R T R T

30

--:- 25 -Max. Total 0 Q CMean

20

Q) -Min.

"0 15 .a'! 10

5 0 C

0

R T R T

8 9

Workshop No.

Figure 57. Transverse Cracking (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

67
80

Low Severity -Max. 5 60

-- C Mean

'"0 -Min. .. 40

&1,

:; 20 []

0

0 0 C Q

R T R T

80

Moderate Severity

g 60 -Max.

CMean

'"0 -Min. S 40 0 ....

=

I:'Cl 20

0 C 2 0

R T R T

80 t High Severity

-Max. ..-

! 60 CMean

-Min. '"0

....= 40 .....

Q

I:'Cl 0 B

20

0 .... ... ....

R T R T

80

-Max. Total 0

..- CMean ! 60

-Min.

'"0

S 40 .....

=

I:'Cl 20

0 C

0

R T R T

8 9

Workshop No.

Figure 58. Transverse Cracking (Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

68
[] 8

-Max.

CMean

-Min.

o 8

5

-. 4

3

.a

.~ 2 0

0

R T R T

Figure 59. Joint Seal Damage of Longitudinal Joints (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

350

300 -.

! 250

0

"C 200

.a

.~ 150

100

50

0

R

C

T

Workshop No.

o

R

8

T

-Max.

CMean

-Min.

..

Figure 60. Joint Seal Damage of Longitudinal Joints (Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

69
40,---------------------------------,

.-;-

30

Q)

'g 20 .....

.

~10

Low Severity -Max.

CMean

-Min.

O_+_---O-----t--[]--_I_----liI----+------+-~o_-_+_-___eI___-_+_-_8__-______j

R T R T

40 ,----------------------------------,

.-

30

Q)

'C.E 20

.~

10

.,. Moderate Severity -Max.

CMean

-Min.

o +----O------+-----l ,.. - I~ - - - ... D-----+-------~-t_---_I_-_<:~)___-_+_-_8__-__+-_1~!!I----j

R T R T

40 ,---------------------------------,

.-

o 30

Q)

'C 20 .E

.~

10

o C

High Severity

-Max.

CMean

-Min.

R T R T

o JI--_______j-----+---~_+---_+_--O--t__--~---_____j-_I!Ii!II__--I I

-Max.

CMean

-Min.

o

Total

o C

40,--------,-------------------------------, ciJ

I

20 I

110 1

O+-------t----_+_----+------+-----+--~----t--8----1

R T R T

8 9

Workshop No.

Figure 61. Joint Seal Damage of Transverse Joints (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

70
30 ... Low Severity 25 ..-.. -Max.

E 20 CMean ... Q,)

"'0 -Min. S 15

.~ .'"

eu 10 0 C [~ 0

5 ¢ ¢

0

R T R T

-Max. ... Total

CMean

-Min.

0

0 C

I~

Moderate Severity

-Max.

CMean

-Min.

.'"

T

T

R

R

o

High Severity

T

T

-Max.

CMean

-Min.

R

R

30

..-.. 25

E 20

Q,)

"'0

...... = 15 ....

Q 10 eu

5

0

30

25 ..-..

E 20

Q,)

"'0

S 15 ....

Q

eu 10

5

0

30

..-.. 25

E 20

Q,)

"'0

...... = 15 .... 10 eu

5

0

R T R T

8 9

Workshop No.

Figure 62. Spalling of Longitudinal Joints (Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

71
12

Low Severity

- -Max.

8 CMean

-Min.

.a ... .! 4 ... e":S

[~ [J

0 0

0 - R T R T

12

.~

-Max.

CMean

-Min.

-Min.

-Max.

CMean

T

Moderate Severity

.

o+--o-~--t----D-__-+- []I-------l----f----O--t-- ~_-+__-g-____1

4

.~

0 [~

0 - - R T R

12

High Severity

8

R T R T

12

o

-Max. .~ Total CMean

-Min.

.

1 0 I) i

0

- R T R T

8 9

Workshop No.

Figure 63. Spalling of Transverse Joints (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

72
10 Low Severity

8 -Max.

-

S C1Mean

6 -Min. "C

S

.~ 4

'1"

2 '1"

0 [~ [~ 2

0 - 0

R T R T

10

8

Moderate Severity -Max.

! C1Mean

6 -Min.

S

.~ 4

'1"

2 .. 0 [J []

0 - ,..

- R T R T

10

High Severity -Max. 8

! C1Mean

6 -Min.

S

1 .~ 4

2 '1"

0

0 '" ... r't

R T R T

10

-Max. Total

g 8

C1Mean

6 -Min. .. S

.~ 4 '1"

[~

2 0 [J 0

0 ...

- R T R T

8 9

Workshop No.

Figure 64. Spalling of Transverse Joints (Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

73
3

- -Max. Q

2 []Mean

-Min. "C

.a

.~ 1 0 8 8

0

R T R T

Figure 65. Map Cracking (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

600.------------------------------------,

o

500 i

400

-

S 300

.~ 200

100

-Max.

[]Mean

-Min.

O+------O---+----1::J----+-----s-----+-----+------+-----+---------1

R T

Workshop No.

R T

Figure 66. Map Cracking (Sq. Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

74
8

--:- -Max.

=6 CMean 'I" -Min.

S 4

'~ .1"

2 [~

0 ... ... ... ... []

- - R T R T

Figure 67. Scaling (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

4

i

tI.:l

-- 2

=

i

0 ... ... R T

8

....

Workshop No.

R

9

T

-Max.

CMean

-Min.

..

[]

Figure 68. Scaling (Sq. Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

75
C

I

-Max.

CMean

CI -Min.

0

500

e400

C"

00

-300

in 200

0

100

0

R

8

T

Workshop No.

R T

9

Figure 69. Polished Aggregate (Sq. Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

76
10 Low Severity

- 8 -Max.

0 CMean

6 -Min.

=

i 4

t':l

2

0

0

R T R T

10

Moderate Severity

- 8 -Max. 0

CMean

6 -Min. "C

i 4

t':l

2

0

R T R T

10

High Severity -Max. - 8 ... CMean

6 0 -Min.

i EJ

4 ... t':l

2 I~ ... 0 -. - ... -

R T R T

10

- 8 Total -Max.

0

0 CMean

6 -Min.

i 4

I t':l

2

0

R T R T

8 9

Workshop No.

Figure 70. Patch/Patch Deterioration Flex. (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

77
4,----------------------------------------,

Low Severity

-Max.

[]Mean

-Min.

o

o +----O-----+--D---+---I!I---+------\-----_+_-----we----+------------j

R T R T

4,-------------------------------------,

Moderate Severity -Max.

[]Mean

-Min.

"I"

R T R

[)

o +----(...::>---+---... O---+----s-... ---+-----+---(...:>-----+----(~_-_+_---______1

T

4,--------------------------------------.

High Severity

o

"I"

-Max.

[]Mean

-Min.

".

[]

o +----(-:>--+-----1=0---+---8----+-----+-----+----==----+----------1

R T R T

4,---------------------------------------,

Total

-Max.

[]Mean

-Min.

o

o+---O------+---J-------+----------+--------+----------------=-------!

R T R T

8 9

Workshop No.

Figure 71. Patch/Patch Deterioration Flex. (Sq. Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

78
10

-- 8 Low Severity -Max.

0 C Mean

CI.l 6 .'" -Min.

"Q

,a

.~ 4

0 I

~. 2 C

0 - - - R T R T

10

-- Moderate Severity -Max.

0 8

CMean

CI.l 6 -Min.

"Q

·1 4

0 C

2

0

R T R T

10

8 High Severity -Max.

"":'

c CMean

6 -Min.

CI.l

"Q

=.1 4

2

0 C

0

R T R T

10

-- 8 Total -Max.

0 8 CMean

6 C -Min.

=

i 4

2

0 0 I!I I!I

R T R T I

8 9

Workshop No.

Figure 72. Patch/Patch Deterioration Rigid (No.) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

79
160

_140 Low Severity -Max.

~d20 ." CMean

~100 -Min.

80 . =

i 60

C'CI 40 0 I~

20 C

0 - - - R T R T

160

_ 140 Moderate Severity -Max.

120 .. CMean

~100 -Min.

80 [] i 60 0 C

C'CI 40

20

0 .. .... - - R T R T

160

140 High Severity -Max. - 120 CMean

~100 -Min.

'C 80 .a.! 60

C'CI 40

20 0 C

0

R T R T

160

_ 140 Total -Max.

120 0 CMean

~100 C -Min.

'C 80 .a.! 60

C'CI 40

20

0

R T R T

8 9

Workshop No.

Figure 73. Patch/Patch Deterioration Rigid (Sq. Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

80
20

.- -Max.

15 CMean

-Min.

]10

i

5

0

R T

o

R T

Figure 74. Water Bleeding and Pumping (No.) - pec Pavements,

Manual Surveys: Reference, Team, and Individual Values.

T

9

R

o

T

-Max.

CMean

-Min.

50

.-a 40

C"

t/)

-- 30

;~

=

20

10

0

R

Workshop No.

Figure 75. Water Bleeding and Pumping (Sq. Meters) - PCC Pavements,

Manual Surveys: Reference, Team, and Individual Values.

81

APPENDIXB

FIGURES FOR PASCO/PADIAS DATA ANALYSIS

150 ,----------------------------------, i 125 -Max.

00 Low Severity - 100 C Mean ;l;

75 - Min. 0 1:.. ;:t; I

- I - 0 'I" '1'"

25 0 1:.. Cen'" Ei c [~o :t

O+--+-+-+--t~~t---t'~~=_t_+____t<~~il+Eil+S_t_8+li~~il+_1_+___+_+_t__+__t!!'4__t__lo_t_l__t~ g~,~w,c~-~ A,~~ W

ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16

150 -..

§. 125 -Max. Moderate Severity 00 CMean - 100 <l)

"'CI -Min. 75

.~ 50

25

0 cg ~gg 0

o

c

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16

150 -..

125 -Max. High Severity 00

- 100 CMean

75 -Min.

.~ 50

25

0

ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 Il 12 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16

150 i 125

100

75

50

25

o

-Max. Total 0

CMean

-Min.

-0 _8 CI 0

1:.. C Ei c~[] ggg~~~ A ,a ~~ ___ .... :::::: CI;:::::: g

ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 Il I2 13 14 15 16

Section 1 Section 2 Section 3

Figure 76. Fatigue Cracking (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum VaIues for Experts

and Individual Raters for Three Repetitions.

83
100

g -Max.

75 C Mean Low Severity 0

,,~J~ "0 -Min. E 50 ...,=

25 g

~C 0

ReEl E2 E3 E4 I1 12 I3 14 15 16 ReEl E2 E3 E4 I1 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 I5 16

100

g -Max.

75 CMean Moderate Severity

"0 -Min. E 50 .....

25

E:I

0

ReEl E2 E3 E4 11 12 I3 14 I5 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16

100

-

S 75

"0

....= 50 .....

25

0

-Max.

[]Mean High Severity

-Min.

- ,-,-,-,-,-,-,-,-,-,- - ,- ,-,-,- ,n A ,l1:li - - ""',n,_,_ 2,.., ,-

ReEl E2 E3 E4 11 12 I3 14 I5 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 I3 14 I5 16

100

- -Max. Total S 75 CMean 0

~~ll~~/i~ "0

.a 50 A.Q .! 1:1

25

0

ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16

Section 1 Section 2 Section 3

Figure 77. Edge Cracking (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

84
Low Severity

ReEl E2 E3 E4 11 I2 13 14 IS 16 ReEl E2 E3 E4 11 I2 13 14 IS 16 ReEl E2 E3 E4 11 I2 13 14 IS 16

250

i 200 .......

150

i 100

50

0 0

-Max.

CMean

-Min.

Moderate Severity

ReEl E2 E3 E4 11 I2 13 14 IS 16 ReEl E2 E3 E4 11 I2 13 14 IS 16 ReEl E2 E3 E4 11 I2 13 14 IS 16

-Max. High Severity

CMean

-Min.

250 --r-------------------------------___,

i 200 .......

150

6il lOO

50

o -I-O+A+&I+&-i-8+1it-&-t8+I~~tl.I_H8+___+O+A+&I+S_+&+II_tS1fS+il+&t&+I!i+_+O+.A+&JI+&+I!I+&~'8+I!J+W+Q+I_.J ReEl E2 E3 E4 11 I2 13 14 IS 16 ReEl E2 E3 E4 11 I2 13 14 IS 16 ReEl E2 E3 E4 11 I2 13 14 IS 16

250

i 200 .......

150

!100

50

o

-Max.

Total CMean

-Min.

~!Sg~~T iiH:Jgacg~c o A 1:1,0 OABggg~ggg~g_AgC C!

ReEl E2 E3 E4 11 I2 13 14 IS 16 ReEl E2 E3 E4 11 I2 13 14 IS 16 ReEl E2 E3 E4 11 I2 13 14 IS 16

Section 1 Section 2 Section 3

Figure 78. Longitudinal Cracking, Wheel Path (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

85
Low Severity -Max.

CMean

-Min.

50 --r--;=======,-------------------------~

g 40

30

.s

.~ 20

10 ::g

RcmmID~nunMBffi RcmmID~nunMBffi RcmmID~nunMBffi

50

- -Max. Moderate Severity S 40

CMean

30 -Min. S

.~ 20

10

0

ReEl E2 E3 nun 14 15 16 ReEl E2 E3 nun 14 15 16 ReEl E2 E3 11 U n 14 15 16

50

- -Max. High Severity e 40

- C Mean

30 -Min.

=

i 20

10

0

ReEl E2 E3 11 U n 14 15 16 ReEl E2 E3 nun 14 15 lIS ReEl E2 E3 n u 13 14 15 16

Total -Max.

CMean

-Min.

50 -r---------------------.-------------,

g 40

30

S

.... 20

10

O+O+&I-8+8+liil+iil+iill+8_f_olo_1-8+8+I!!+--+--t-t---l-+-+--+--+--t-t---l-+-+---+C~c+8_t_8t_s_H8_f_IooJ.j_<olo_f_l!!l~_f_olo_I~

ReEl E2 E3 nun 14 15 16 ReEl E2 E3 nun 14 15 16 ReEl E2 E3 11 U n 14 15 16

Section 1 Section 2 Section 3

Figure 79. Longitudinal Cracking Sealed WP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

86
400

-. -Max. ,§, 300

CI) [] Mean

"Q -Min. 200

100

I:ICcgC 101

0

EI

c

Low Severity

c

c

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

400 ,-----------------------------------------,

-.

,§, 300

.a 200

.~

co= 100

-Max.

[] Mean

-Min.

Moderate Severity

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

400 ~----.========::;-------------------------------,

o 0

o --!---t-A11iil11iii:SIIiiIIIiiI'Iiii;S;IOI/C;s, : /~IS!&IleISleISleleI8IBI

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

100

! 300

.a 200 ....

i

-Max.

[]Mean

-Min.

c

High Severity

I

ReEl E2 E3 E4 11 12 13 14 15 16

Total

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 80. Longitudinal Cracking, NWP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

87
400

!

- 300

QJ

"C

:3 200 .~

ell 100

0

-Max. C Low Severity

CMean

-Min. oAgg""Irf

-- Ii I ..... .0., ... , ... , ... , ... ,... - .__._.- ._._.... ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

400

- -Max. Moderate Severity ! 300 CMean

QJ

"C -Min. :3 200

.~

ell 100

0

0

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

400

- -Max. High Severity ! 300 CMean

-Min.

= 200 i

ell 100

0

0

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

400

- -Max.

OAClCI""!

jj Total

! 300 CMean g

QJ ! "C -Min. :3 200

.~

ell 100

&i

0

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 81. Longitudinal Cracking Sealed NWP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

88
ReEl E2 E3 E4 II 12 13 14 15 16 ReEl E2 E3 E4 II 12 13 14 IS 16

- 200 -Max. Q

150 CMean

-Min. 'C

=

100 ..

-

= 50 c=

'" A ,1:1,1:1 g !i,e C ~,I:::II.I:I C 0

ReEl E2 E3 E4 II 12 13 14 15 16

°

Low Severity

-C- -C C C II --.:.C 1- I ..

OAg

-

6Ci

i

- I

C 1

200 r-;::=====;----------------------i

- 150

'g100

-

.~ 50

-Max.

CMean

-Min.

10IdiSISIliiSISISISISISISI

ReEl E2 E3 E4 II 12 13 14 15 16

Moderate Severity

A 2~... _ ":" _~I

1°1 I I :Q: c -:~:~f2IQ: I

ReEl E2 E3 E4 II 12 13 14 IS 16

200

"":' -Max. High Severity 0 150 CMean

-Min.

'C 100

=

i

c= 50 -

1:;:1 __

° ° cc~ c-6c

0

ReEl E2 E3 E4 II 12 13 14 IS 16 ReEl E2 E3 E4 II 12 13 14 15 16 ReEl E2 E3 E4 II 12 13 14 15 16

200

-

t 150

'C 100 ..

.e

Q

c= 50

0

-Max. Total i CMean C

-Min. st1 i 1

° i5 -CCc.:.c2

c Cc-J:1 C c oAe AJ:I 9 c

oACcJ:lSCSCSC c

ReEl E2 E3 E4 II 12 13 14 IS 16

Section 1

ReEl E2 E3 E4 II 12 13 14 15 16

Section 2

ReEl E2 E3 E4 II 12 13 14 15 16

Section 3

Figure 82. Transverse Cracking (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

89
300

! 250

200

..a 150

.~ 100

eu

50

o

-Max. Low Severity

C1Mean

-Min.

O.l1.IiiIIiiI~gIiilI:U:JliiIgg

.... A ,,,,",c C g,c CI::!, ... ,c IiiI

OAii~ci5~fi:j"fi5 -,-

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

Moderate Severity

300 ~--------------------------------,

! 250 -Max.

200 C1Mean

150 -Min.

.! 100 .l1. gc2 ~.. 2

:l 50 4 ::l:i C 0 C [] [Ii I 0 ... E1g"",g:=..,ClJ I ... w w 0 ._._._._._._._._,.,.._ 0+-+-+-+-+--+-+-+-+-+-+--+-+-+----+-&Hi!i+I!l+IiiIftS-1S+8+I!!t+i1+El+S-f----t--+--+--+--+----1f----t--t-o-r----t=+----1H

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16

High Severity -Max.

C1Mean

-Min.

300 ,-r====~---------------------------,

- 250 S

200

S 150 .! 100

50:t 0 I

°.l1.C1 ... clJW IiICC g I o -l-~-t-!"-"+___~-----tlIIII_t_+_f-+=t----+OtAt8+li+l!ll-+l!l-1~I!i+I!I+StR+8+--+-~-=tlolt-==-t=t*+8+--+-~~

ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 I5 16

300

i 250

-- 200

S 150 .! 100

eu

50

o

-Max.

C1Mean Total

-Min. 2C61i1~ iii

OABIi~C",i:il:l",,,,,,, O.l1.IiIC

O.l1.liiIliIliIgl:llillillilgC

ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16

Section 1 Section 2 Section 3

Figure 83. Transverse Cracking (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

90
200

g 150

"0

.s 100

.~

50

0

-Max.

C Mean

-Min.

Low Severity

o

ReEl E2 E3 E4 I1 12 13 14 15 16 ReEl E2 E3 E4 I1 12 13 14 15 16 ReEl E2 E3 E4 I1 12 13 14 15 16

200 -,---------------------------------~

-Max.

CMean

-Min.

Moderate Severity

o

ReEl E2 E3 E4 I1 12 13 14 15 16 ReEl E2 E3 E4 I1 12 13 14 15 16 ReEl E2 E3 E4 I1 12 13 14 15 16

-Max. High Severity

CMean

-Min.

200 -,---------------------------------

g 150

.s 100 .~

50

ReEl E2 E3 E4 I1 12 13 14 15 16 ReEl E2 E3 E4 I1 12 13 14 15 16 ReEl E2 E3 E4 I1 12 13 14 15 16

200

- -Max. Total

.......~C1 .. i:iii .... C1

! 150 C Mean

-Min.

.s 100

.~

50 0

o -Q+A1818181g11ii118181818181 I 1 I I I I I 1 I I 1 I I

ReEl E2 E3 E4 I1 12 13 14 15 16 ReEl E2 E3 E4 I1 12 13 14 15 16

l'·

10+A18181818181 ~:lc ReEl E2 E3 E4 I1 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 84. Transverse Cracking, Sealed (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

91
""":' 5 r-Max.

:t ~~:~ =2 +0 -l '

1 1 A - T

0 I ?_- I ,-,-,--,- [)

ReEl E2 E3 E4 II 12 13 14 IS 16 ReEl E2 E3 E4 II 12 13 14 IS 16

Low Severity

ReEl E2 E3 E4 II 12 13 14 IS 16

5

""":' -Max. Moderate Severity 4 C1Mean

QJ 3 -Min.

"'0

.-...= 2

=t=ll

eu 1 B i

CI

0

ReEl E2 E3 E4 II 12 D 14 IS 16 ReEl E2 E3 E4 II 12 D 14 IS 16 ReEl E2 E3 E4 II 12 D 14 IS 16

5 -Max. -0 High Severity 4 CI Mean

QJ 3 -Min.

"'0

.-...= 2 - =t=ll

eu 1

0

ReEl E2 E3 E4 II 12 D 14 IS 16 ReEl E2 E3 E4 II 12 D 14 IS 16 ReEl E2 E3 E4 II 12 D 14 IS 16

5

- -Max. Total

4 C1Mean

QJ 3 -Min.

"'0

...= 2

I .-

eu

t=ll

=

1 A"'l'" CI -i

0 I Q

ReEl E2 E3 E4 II 12 D 14 IS 16

Section 1

ReEl E2 E3 E4 II 12 D 14 15 16

Section 2

ReEl E2 E3 E4 II 12 13 14 IS 16

Section 3

Figure 85. PatchIPatch Deterioration (No.) - AC Pavements, PASCOIPADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

92
20

-Max.

15 IJMean

10 -Min.

Low Severity

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

IJ Mean Moderate Severity

-Max.

-Min.

20 -,----------------------------------------,

- 15- $

i 10

'1 5

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

20 I----;:::=====;---------------------~

-Max.

IJ Mean

-Min. High Severity

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

Total -Max.

IJMean

-Min.

5

o 0

20 -,-------------------------------------,

i

$ 15

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 86. Patch/Patch Deterioration (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

93
-Max.

[]Mean

-Min.

Low Severity

ReEl E2 E3 E4 I1 12 13 14 15 16 ReEl E2 E3 E4 I1 12 I3 14 15 16 ReEl E2 E3 E4 I1 12 I3 14 15 16

Moderate Severity

-Max.

[] Mean

-Min.

60 -,-----------------------------------

i 50

40

30 .s

.~ 20

10

O+o-t-A+liil+S-tS+Ii!I+S+8+8+I!1+8-t-8+---+O-+A+li!l+SitS+8+I!I+8-t-8+li!l+8-t8+--+O+A+S+I1!l+S-tS+I~+8-+!8+I!1--f-Sj

ReEl E2 E3 E4 I1 12 I3 14 15 16 ReEl E2 E3 E4 I1 12 I3 14 15 16 ReEl E2 E3 E4 I1 12 I3 14 15 16

-Max.

[]Mean

-Min.

High Severity

ReEl E2 E3 E4 I1 12 I3 14 15 16 ReEl E2 E3 E4 I1 12 I3 14 15 16 ReEl E2 E3 E4 I1 12 I3 14 15 16

Total

-Max.

[] Mean

-Min.

60 -,----------------------------------------,

50

40

Q,l

'C 30

.....

.s

20

10

o -I-o-+A+e+'~I+8_t_""C1~_t_""'_t_8+1B+l!!lt_+O_+~!!I+&J+S_+8+8+I~1+8_r8+8+___+O>+_Ji._I-8-H8+E!i+Bl+81rS+18+E!i+B1-f-8-j

ReEl E2 E3 E4 I1 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 I1 12 I3 14 15 16

Section 1 Section 2 Section 3

Figure 87. Bleeding (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

94
-Max. Low Severity

C Mean

-Min.

+O+--1-f-*-t--+-+--+I~""+-~~+--t01-1:r+A+I~!I+I;JtI!1+1OI81+118~18!1+118~I-I!El;-rI-+1 1818181 81818181

ReEl E2 E3 E4 II I2 13 14 15 16 ReEl E2 E3 E4 II I2 13 14 15 16

10

-

§. 8

00

'-'

6

.a 4

~!2f .~

CU 2

AC

0

ReEl E2 E3 E4 II 12 13 14 15 16

10

- -Max. Moderate Severity §. 8

00 0 C Mean '-' 6 -Min.

"'0

....

.a 4

Q

CU 2

0

ReEl E2 E3 E4 II I2 13 14 15 16 ReEl E2 E3 E4 II I2 13 14 15 16 ReEl E2 E3 E4 II 12 13 14 15 16

10

- -Max. §. 8 High Severity

00 CMean '-' 6 -Min. "'0

= 4

CU 2

0

ReEl E2 E3 E4 II I2 13 14 15 16 ReEl E2 E3 E4 II 12 13 14 15 16 ReEl E2 E3 E4 II I2 13 14 15 16

ReEl E2 E3 E4 II I2 13 14 15 16 ReEl E2 E3 E4 II I2 13 14 15 16

Section 2 Section 3

10

8

00 0 '-' 6

"'0

..... = 4

2 ....

Q

cu 2

AC -2

0

ReEl E2 E3 E4 II 12 13 14 15 16

Section 1

-Max.

CMean

-Min.

Total

Figure 88. Raveling (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

95
- 50

§. 40 Low Severity -Max.

00 OAH []Mean --Q.> 30 A

"0 1:1 2 TiC

-Min.

= 2 2 0 .i 20

1~ I 2 g

CI 0 C

g lr-B-- - .... - - .......... - .....

R C El E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

50

-Max.

Moderate Severity []Mean

-Min.

o A 2 g

1:1 ,.. _ c _ _ ... _ _

1"1 - ,.. ------- - - -- - ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

50 1----------------------------;::====:::;1

ReEl E2 E3 E4 T1 1'2 T3

High Severity

ReEl E2 E3 E4 T1 1'2 T3

-Max.

[]Mean

-Min.

ReEl E2 E3 E4 T1 1'2 T3

50

-

§. 40

00

-- 30

=

120

10

o

Total A!C

-Max.

o AH 0 []Mean

CI CI [5 -Min.

1 2 1

IJ

g 0 CI - - - .... - - - ReEl E2 E3 E4 T1 1'2 T3

Section 4

ReEl E2 E3 E4 Tl 1'2 T3

Section 5

ReEl E2 E3 E4 Tl 1'2 T3

Section 6

Figure 89. Fatigue Cracking (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

96
120

! 100

80

.s 60

.~ 40

20

o

C -Max.

Low Severity [] Mean pC -Min.

A 2 C~22l:i 0 o A i5 ,... .... - - .... - - - -

co

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3

ReEl E2 E3 E4 Tl 1'2 T3

120

-- 100 !

QJ 80

"'0

.s 60

.~ 40

20

0

R C El E2 E3 E4 Tl 1'2 T3

Moderate Severity

ReEl E2 E3 E4 Tl 1'2 T3

-Max.

[] Mean

-Min.

120

-.100

! 80 QJ

"'0

...... = 60 . 40

20

0

High Severity

-Max.

[]Mean

-Min.

,... .. "" .... - - - .... - - ... - -lliiilIlliiilIlglliiilllliiilll IO+-A+S+-- - - - ::. - ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3

140

-- 120 CTotal

! 100

a.l p2 "'0 80 .s

.~ 60

6 i5 Li5 40

20 A f A

0 0

0

R C ElE2E3E4Tl1'2T3

-Max.

[] Mean

-Min.

ReEl E2 E3 E4 T1 1'2 T3

Section 4

ReEl E2 E3 E4 T1 1'2 T3

Section 5

ReEl E2 E3 E4 Tl 1'2 T3

Section 6

Figure 90. Longitudinal Cracking, Wheel Path (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

97
120

- 100 2 Low Severity -Max. S

Q,l 80 CMean

"l:l CI -Min. 60 g 40

A § f2 e':

20

0 0

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

120

-lUO Moderate Severity -Max.

E- 80 C Mean Q,l

"'Cl -Min.

..... = 60 ..... 40 e':

20

0

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

120 -,--------------------------------------,

_100

E- 80

.a 60 ·8

I:Il 40 e':

20

High Severity -Max.

CMean

-Min.

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

120 -,----------------------------------,

_100 2 Total -Max.

E- C Mean

80 Q,l § -Min. "'Cl

= 60 1 5!

e': 40

20 A ~H 0 0

ReEl E2 E3 E4 11 12 I3

Section 4

ReEl E2 E3 E4 11 12 I3

Section 5

ReEl E2 E3 E4 11 12 I3

Section 6

Figure 91. Longitudinal Cracking, Sealed, Wheel Path (Meters) - AC Pavements,

PASCO/PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions.

98
350

! 300

250

200 !

=

150

e': 100

50

o

-Max. Low Severity

C Mean

CI

-Min.

o J::.. IJ IJ Iii! C .~

C Ic 2 [ T ] g g Q

o J::.. g

Q C C

n A 1;;1 g g

ReEl E2 E3 E4 T1 1"2 T3 ReEl E2 E3 E4 T1 1"2 T3 ReEl E2 E3 E4 T1 1"2 T3

ReEl E2 E3 E4 T1 1"2 T3

Iii!

ReEl E2 E3 E4 Tl 1"2 T3

-Max. Moderate Severity

C Mean

-Min.

350 .,----------------------------------,

300 ! 250

200 .e'! 150

e': 100

50

o 0

ReEl E2 E3 E4 T1 1"2 T3

o

High Severity -Max.

CMean

-Min.

350 -,------------------------------------,

300

-

5250

200

!

=

150

e': 100

50

o +-'-"~4_iil+_l!J+ii_+_8_+_a_I_8_t_8_+___+__\.'4_::iH__l!H_l~8_+_8_+----I_8_t_8_+_-+____j___£4__''4_'''"+W+_iiI_I---t_O_+W_I

ReEl E2 E3 E4 T1 1"2 T3 ReEl E2 E3 E4 T1 1"2 T3 ReEl E2 E3 E4 T1 1"2 T3

350

300

-

5 250

200

=! 150

e': 100

50

o

0

-Max. Total d..

2

C Mean J::.. g

-Min.

[] C

I 0 c g CI .. J::.. g

[

] C 2g Iii! 2 g .. o A 2 c

ReEl E2 E3 E4 11 12 13 ReEl E2 E3 E4 11 12 13 ReEl E2 E3 E4 11 12 13

Section 4 Section 5 Section 6

Figure 92, Longitudinal Cracking, NWP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions,

99
Low Severity -Max.

CMean

i_Min.

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

-Max.

CMean

-Min.

Moderate Severity

140 --,--~~~~~~~~~~~~~~~_. ~-~-~~---------,

-.120

§ 100

80

.s

.~ 60

40

20

O+O~~~IiiJ+8-t-8-f-8-+-8+1!!H---+<)--t-;6-+8-t-8-1f-8--I-S+8I--t-1i!H-I!iH--+0+-A-+-8-t-8-+8I--t-1i!H-I!!I-H!l+8-I

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

-Max.

CMean

-Min.

ReEl E2 E3 E4 T1 T2 T3

IQ+AISISISISISISI

ReEl E2 E3 E4 Tl T2 T3

High Severity

60L,,,""

..,..,..,..,.., ReEl E2 E3 E4 T1 T2 T3

140 --,----------~---~----------~-------------,

120 -.

§ 100

80

.s

.~

-Max.

CMean

-Min.

140 --,---~~------~----------~------------,

120 -.

§ 100

80

.s..... 60

40

20

O+--+---+--+-t-t-+--+---lo-f---+--+O-+-L:rt-8-+8I--t-1i!H-I!~8+---+-8-t-+-O-HlrH!H-I8+8-t-8-t-8-+8l--t-1i!t--I

ReEl E2 E3 E4 11 I2 13 ReEl E2 E3 E4 11 I2 13 ReEl E2 E3 E4 11 I2 13

Section 4 Section 5 Section 6

Figure 93. Longitudinal Cracking, Sealed, NWP (Meters) - AC Pavements, PASCO/

PADlAS: Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions.

100
140

-

t 120

100

CIJ - 'C 80 e

.a 60 -

C - .... e

Q 40 o I:J. 0 cu 20 - 0

R C El E2 E3 E4 T1 1'2 T3

Low Severity

-

C.. C

ReEl E2 E3 E4 T1 1'2 T3

I-Max. :

I CM~an -Mm..

o I:J. B Beg &

ReEl E2 E3 E4 T1 1'2 T3

ReEl E2 E3 E4 Tl 1'2 T3

-Max.

CMean

-Min.

-Max.

CMean

-Min.

-Max.

CMean

-Min.

Section 6

ReEl E2 E3 E4 11 12 13

ReEl E2 E3 E4 Tl 1'2 T3

ReEl E2 E3 E4 T1 1'2 T3

ReEl E2 E3 E4 11 12 13

Total

Moderate Severity

Section 5

ffigh Severity

ReEl E2 E3 E4 Tl 1'2 T3

o

o

140

""";' 120

0

~100

CIJ 80 'C

too

cu 40

20

0 CI

ReEl E2 E3 E4 Tl 1'2 T3

140

- 120

t 100

CIJ 80 'C

.a 60 .!

40 cu

20

0

ReEl E2 E3 E4 Tl 1'2 T3

140

- 120 d6

100 .L

CIJ 80 'C

.a - 60 g ....

Q 40 o I:J. cu

20

0

ReEl E2 E3 E4 11 12 13

Section 4

Figure 94. Transverse Cracking (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions.

101
200 ...,-------------------------------------,

-Max.

CMean

-Min.

o I::..

Low Severity

120

.s

• 80

40 0 A

o -'-- ---" -------l

-8 160 '-"

ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3

Moderate Severity

200

1

g160 T

120 t

80 +

: : L,~,iS, .. ,i:i,,,, .. ,"''''

ReEl E2 E3 E4 Tl T2 T3

o A .. g .. C

1 I 1 1 I I I I 1

ReEl E2 E3 E4 Tl T2 T3

-Max.

CMean

-Min.

I

10 1/11 I!I I I!I IQI I!I I Iii! I I I!I I

ReEl E2 E3 E4 Tl T2 T3

High Severity

200 I

g 160 I

.a 120 j ..... 80

40

o -l-o-t-A I Iii! I &I I &I I &I I I!I I I!I I I!I I

ReEl E2 E3 E4 Tl T2 T3

-Max. I

CMean

-Min.

1011::..IglgIClaICI818+-+0+A+S+81~~~~D+~

ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3

Total

200 I

gl60 I

j 120 I

= 80-1 2

c g~

40 0 I::.. 8 2 c

o I 1 I I I 1 I I I 1

ReEl E2 E3 E4 11 12 I3

c c C C

o

I I

ReEl E2 E3 E4 11 12 I3

-Max.

CMean

-Min.

ReEl E2 E3 E4 11 12 I3

Section 4 Section 5 Section 6

Figure 95. Transverse Cracking (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions.

102
100 -,-----------------------------------,

-Max.

CMean

-Min.

Low Severity

c

-,§, 80

] 60

• 40 0

20

O--'--------------_C~k_I!t_l8__8__8__8_---___8-_C~k_I!t_l8_s__s_--s----Ioi__B__J

R C E1 E2 E3 E4 T1 1'2 T3 R C E1 E2 E3 E4 T1 1'2 T3 R C E1 E2 E3 E4 T1 1'2 T3

100 -,---------------------------------

i 80

-- 60

.a

·!40

20

Moderate Severity -Max.

CMean

-Min.

R C E1 E2 E3 E4 T1 1'2 T3 R C E1 E2 E3 E4 T1 1'2 T3 R C E1 E2 E3 E4 T1 1'2 T3

100

- 80 High Severity -Max.

,§, CMean

60 -Min.

.a.! 40

20

0

R C E1 E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 R C E1 E2 E3 E4 T1 1'2 T3

100

T

Total -Max.

i 80 CMean

-- 60 -Min.

=

o " rjj c

;t:

&1J 40

20

0

R C E1 E2 E3 E4 I1 U I3 R C E1 E2 E3 E4 I1 U I3 R C E1 E2 E3 E4 I1 U I3

Section 4 Section 5 Section 6

Figure 96. Transverse Cracking, Sealed (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions.

103
12

-

~1O8

j 6

j

o

Low Severity - -Max.

¢ CMean

f - -Min. - 0 C [~ A

- - - ... ... ... ... ... - A EI EI EI EI EI _ EI

- .... - - - ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3

12 ...,---------------~------------------,

Moderate Severity

o

-Max.

CMean

-Min.

B

ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3

12...,---------------------------------,

--:- 10 High Severity -Max.

8 CMean

-Min.

"'C 6

i 4

2

o

ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3

12

--:- 10

8

6

i 4

2

0

Total -Max.

!j

CMean

0

f -Min.

B

A --

o A B B B B B B B -- ... - - - - - - ... - - - ReEl E2 E3 E4 11 12 13

Section 4

ReEl E2 E3 E4 11 12 13

Section 5

ReEl E2 E3 E4 11 12 I3

Section 6

Figure 97. Patch/Patch Deterioration (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions.

104
-Max.

[]Mean

-Min.

ReEl E2 E3 E4 T1 T2 T3

Low Severity

nIf

T

- 0

A 1:1

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 Tl T2 T3

12,-------------------------------------,

-

C"=10

8

6

.~ 4

2

O-'-Of--J.k---l3---8--8---8--8-Bl---liiil----------------<------Q--4-----1!!I---liS--l-et--lil---8---IiiiI--J

Moderate Severity -Max.

[]Mean

-Min.

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

-Max.

[]Mean

-Min.

ReEl E2 E3 E4 T1 T2 T3

High Severity

o

ReEl E2 E3 E4 T1 T2 T3

12 -,----------------------------------,

jlO

C"

~8

"C 6 .a

.~ 4

eu

2

o +<JH--t~I!H__t!f_I_s_+_S__H!!H_I!!l_HI!H____j-+__A+_""O_+___+l!!H_8_f__s_~+8+____H:>+A_I__t!f_I'_S_+_S__H!!I__H!!t_I_D-+__IOH

ReEl E2 E3 E4 Tl T2 T3

Total -Max.

o A g []Mean

C C IiiiI

I

C -Min.

12 -,--------------------------------------,

jlO

C"

~8

"§ 6

14

eu

2

O+-OH-iH-l8-+s-t-8-+-8-HiH--l!!I-+I8-+___j-+--+__-+--+--+___j-+--+__-+-~U+_Do_1c.a-+_J:I__j_CJ_+lS+IiiI__t---t___B_1

ReEl E2 E3 E4 11 12 13 R C EIE2 E3 E4 11 12 13 ReEl E2 E3 E4 11 12 13

Section 4 Section 5 Section 6

Figure 98. Patch/Patch Deterioration (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions.

105
180

i 160

0" 140

120

~100

.a 80 "! 60

eu 40

20

o

0 Low Severity -Max.

CMean

0 -Min.

.. ... ... ... ... - - - .. - ... ... - "" ... - - - - - - - ... ... - - - ReEl E2 E3 E4 TI T2 T3 ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3

-Max.

CMean

-Min.

Moderate Severity

180 -,-----------------------------------------,

_ 160

g140

120

~100

.a 80 "! 60

eu 40

20

O+OH-lH-l!!l_+_j8+_B__t-8-t_8__t_8_H!I-+---H:>+&+_B__t-8-t_8__t_8+1i1H-i!t-H~__+_o_t___&_t_8__t_8I__t_iiI_+_li!!l_+_j8+_B__t_8_1

ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3

-Max.

CMean

-Min.

High Severity

180 -,-------------------------------------,

_160

8.140

~120

~100

.e 80 "! 60

40

20

O+Of--t-:LH-I!i+s_t-8-t_S__H!I__t_iit-H~__+_Q__;___&_+_8_H!I_H!I_H!i+s_t__s_t_S_+__+_C>___h~I!H..J!!t_cf_S_+_8_H!I-HJ___h8_1

ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3

-Max.

CMean

-Min.

Total

o

180 ~------------------------_____;=====:;I

o _160

8.140

~120

~100

.e 80 "! 60

40

20

O+----h/'r-+-I8-+-8--I--I!I-+_8--+--1!I_H!l-H8-+--j-+-A--+--I!H-IIlH-llll-+_s_t---t-W_H!H---H[)-+~__s_t_S__H!t__t_I!!I_H!!I+_s_t__s_l

ReEl E2 E3 E4 Il 12 13 ReEl E2 E3 E4 Il 12 13 ReEl E2 E3 E4 11 12 13

Section 4 Section 5 Section 6

Figure 99" Bleeding (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum

Values for Experts and Teams for Three Repetitions"

106
12 -.

10

8

.a 6

.! 4

2

o

12 -.

10

8

6

4

2

o

-Max.

Low Severity CMean

-Min.

I] 16 - -- Ei T 1 j A~ ,n 9 C ,_,_,_,_,_ I]

I~ ,- ,- - ,- _.-

ReEl E2 E3 E4 II 12 D 14 IS 16 ReEl E2 E3 E4 II 12 D 14 IS 16 ReEl E2 E3 E4 II 12 13 14 15 16

-Max.

- - Moderate Severity CMean

f C _.I. -Min.

0 2 .~ A2 B ... 9 n~ - ,-,-,-,-,-,-,-,- ¢,- - ReEl E2 E3 E4 II 12 D 14 IS 16 ReEl E2 E3 E4 II 12 D 14 IS 16 ReEl E2 E3 E4 II 12 D 14 IS 16

12 -.

010

8

'g 6 ....

.! 4

2

o

12 -.

010

8

"C 6 .a.! 4

2

0

High Severity -Max.

CMean

-Min.

,-,... ,... ,... ,... ,... ,... ,... ,... ,-,... ,... ,... ,... ,... ,... ,- ,~,- -,_._,-,- ,~,~

ReEl E2 E3 E4 II 12 D 14 IS 16 ReEl E2 E3 E4 11 12 D 14 IS 16 ReEl E2 E3 E4 II 12 D 14 IS 16

- -Max.

_~~Ei~J!~~ Total CMean

-Min. _C C

OAC.!.

,... ,_ I] Ei

1,_ ,~

ReEl E2 E3 E4 11 12 D 14 15 16 ReEl E2 E3 E4 11 12 D 14 IS 16 ReEl E2 E3 E4 II 12 D 14 IS 16

Section 1 Section 2 Section 3

Figure 100. Corner Breaks (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

107
150 --,----------------~-------__r_--]______;;;=______,

-Max.

g 125 Low Severity [] Mean

100

"l:l -Min. .e 75 .! 50

25

O-l-O-tAtJo"-t&-t&l-fJ=Lt1iiI1tQ+1oI.tJo4'i-lciilt---j--tAtlliiil..tJiillAQtI=~I-'4--~~--+ClftA+B+I!l+&-tS+I~+8+..J.te1+B-1

RCIDmID~nllDMBm RCIDmID~nllDMBm ReEl E2 E3 n II D 14 B 16

-Min.

Moderate Severity []Mean

150 -,-------------------'-----------.-,----1----------,

-Max. g125

100

"l:l .e 75 .! 50

eo

25

o 0

ReEl E2 E3 n II D 14 15 16 ReEl E2 E3 n II 13 14 15 16 ReEl E2 E3 n II D 14 15 16

-Max.

[]Mean

-Min.

High Severity

150 ,--------------------------------.---------,------,

i 125

--~100

"l:l .e 75 .! 50

25

O-tO~_!t+I!I+I!I_I_I!ItiiilH_8+8_!_lll_HI!I+I!I+__+O~t_S+vtIl11tt1lft1!!1H_8+W_l___HiiI_H!I+__+O~t-S+S+lS+t!ltl!H-8_1_81_!t+S+I!!I_I

ReEl E2 E3 n II I3 14 B 16 ReEl E2 E3 n II 13 14 15 16 ReEl E2 E3 n II D 14 B 16

-Max.

[]Mean

-Min.

ReEl E2 E3 n II D 14 15 16 ReEl E2 E3 n II D 14 15 16 ReEl E2 E3 n II D 14 15 16

Section 1 Section 2 Section 3

Figpre 101. Longitudinal Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

108
-Max.

CMean

-Min.

Low Severity

150 -,-------------------------------r~~".,.,____=,._____,

-. 125 !

100

.~S 5075 t

25

O-to+.&t8~~tS_fj!l+il_lfS+l!l+S_t_t<l~S+8+S+1ii+&_~~_8+IiiiI+___+~._tS+lS+8+S+1~tS_+_~csj

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

-Max.

CMean

-Min.

Moderate Severity

150 -r-----------------------;===:;---,

i 125

-~100

'0

S 75

.~ 50

25

O-+O~fS+S+lStI!!t+I!t+S~fS+S+I!JI_I____+<J~tI!I-IfS+S+I!!+I!!ItI!lftS_tI!I_I-8+IS+--t-C~+IiI_+8_I-8+IS+I!!+I!!ItI!lftS_+S_t_8_1

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

150

i 125

-100

'0

S 75

.~ 50

25

o

-Max.

High Severity CMean

-Min.

- ,-,-,-,-,-,-,-,-,-,- - ,-,-,-,-,-,-,-,_._,,,," ,-,,,," ,,,,",,,," ,,,," ,- ,,,," .- .-

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

-Max.

CMean

-Min.

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 II 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 102. Longitudinal Cracking Sealed (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

109
250

'"":'

Q 200

150 "C

.--

= 100

Q 50

0

Low Severity A~f:! ~C-I:I gC -Max.

o --''-It []Mean

-Min.

_ .. - ...... g,~ Ei a

g gg

- _ A g,1:I g C gag

ReEl E2 E3 E4 11 12 13 14 IS 16 ReEl E2 E3 E4 11 12 13 14 IS 16 ReEl E2 E3 E4 11 12 13 14 IS 16

250 ,------------------------;===,--~

Moderate Severity

-Max.

[]Mean

-Min.

ReEl E2 E3 E4 11 12 13 14 IS 16 ReEl E2 E3 E4 11 12 13 14 IS 16 ReEl E2 E3 E4 11 12 13 14 IS 16

250 ...,.-------------------------,..---.,.------,

High Severity

-Max.

[]Mean

-Min.

250

RCffiE2E3E411I2I3~ISffi RCffiE2E3E4IlI2I3~ISffi RCffiE2E3E4IlI2I3~ISffi

Total OAcgliil~CC_~gg -Max.

1;;1- []Mean

-Min.

In A .... ,I:I,l:Ig,c is a,IiiI,ElIiiI

OACggaliill:;;jgggg

RCffiE2E3E4IlI2I3~ISffi RCffiE2E3E4IlI2I3~ISffi RCffiE2E3E4IlI2D~ISffi

Section 1 Section 2 Section 3

Figure 103. Transverse Cracking (No.) - pce Pavements, PASeOIPADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

110
1000

! 800

600

.a

.~ 400

200

o

Low Severity -Max.

o .dl~" C~I i:i~ CI

IJMean

-Min.

I,.. .. ,,,,, -,,,,, -- ,",",.,. ,.. J::,. g,f"I,a g,gli eli B,g ,-, ,- - ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16

-Max.

IJMean

-Min.

Moderate Severity

1000 -,-------------------------;======;--_

8 800

-600

.a

1~ f 200 0

tic 6 g O-tO-+A-lf8+8+I!!I+IIII+IIII+ii+8-lcSt~3+__+_~+W_t_=_t___+liiiI_f_iOi_f_Io+8_t___t_iit+llol+__+""'+'1+W-t-""'+B+lB+lii+EI+8+8-t-S+W-i

ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16

1000

!

- 800

600

.a

.~ 400

200

0

High Severity

o

-Max.

IJMean

-Min.

ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16

1000

! 800

] 600

• 400

200

o

-Max.

Total °J::,."eI:3 Cli c §C IJ Mean gli -Min.

,... A,"," - "'",0,0,110II --- OJ::,.IiBe"BilIiIiBIi

ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16

Section 1 Section 2 Section 3

Figure 104. Transverse Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

111
80

.- 70 S 60

50

40

6il 30

20

10

o

Low Severity -Max. r; 1:1'1

CMean ... -Min.

2 I)

A

- ,,..,-,-,-,- ,-,- ,- ,- ,- I .... ' ...... ' .... ' ... n=>

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 IS 16

80

.- 70

S 60

50 S 40 ·i 30

20

10

o

-Max.

Moderate Severity CMean

-Min.

0

- ,-,-,-,-,-,-,-,-,-,- ,-,-,-,-,-,-,-,- ,-,- ,- '.... ~~rc::::r- .... , .... ' ....

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

80

.- 70

S 60

50

40

6ll 30

20

10

o

-Max.

High Severity CMean

-Min.

0

-... ,-,- -,,,,,,,, .. , ... , ... ---,-,- -'.... , ..... , .... , ..... ' .... ' .... ' .... 1 ....

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

80

.- 70

S 60

50

.a 40 ·i 30

20

~1O

o

Total -Max. iii gg

CMean ...

-Min.

0 I~

11

I" , ... ,-,-,-,-,-,-,-,...,- , ... , ... , ... - ,- ,- ,~

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 105. Transverse Cracking Sealed (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

112
250

- 200

QJ 150 "0

:I

I 100

50

0

Low Severity A!:!!:! !:!~r "0

-Max.

o "

CMean

-Min.

I..... A , ... ,~, ... g,~ is a,CI,I::::\'CI

c g gg ,..... 11 ,~g ega c

-,-

ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

250 -,--------------------------------~

-Max.

CMean

-Min.

Moderate Severity

ReEl E2 E3 E4 11 12 I3 14 15 16

-

~200

~150

:I

1

100

50 0 1 o -+V+A-I-S+-liit-Hl5+lllf-+-ltIiiIftW+--t--+'=t---+----t.£.I'tWt=I-t'IiI+"~_+t!!Il+__tiiiI1-..gl+l----+=1O~IA~IIil&lI+'g=-tl~l+IiIftIiiiI.+8-I-8+A+l""-l

ReEl E2 E3 E4 11 12 I3 14 IS 16 ReEl E2 E3 E4 11 12 I3 14 15 16

250 -,--------------------------------~

High Severity -Max.

CMean

-Min.

ReEl E2 E3 E4 11 12 I3 14 IS 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16

250

~oo

~150

:IrOO

50

o

011cgg2CCaggg -Max.

Total IJMean

-Min.

In A ,CI,I:I.II:::11 go is ag &I iii

011CIiIgalilggggg

ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 IS 16

Section 1 Section 2 Section 3

Figure 106. Joint Seal Damage of Transverse Joints (No.) - pec Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

113
4.0

3.5

- 3.0

2.5

Cl.l

"C 2.0

=

i 1.5

eu

1.0

0.5

0.0

-Min.

Total Distress CMean .. -Max.

{)J.. .~ .~ EI 0 EI •• j ,~ EI .~

[] []

[) .~ "'!" .. 8 o A 8 [)8 [] .. I] [] []

I) I] [] []

,- ,-, ,- ,- ,-,-

ReEl E2 E3 E4 11 I2 I3 14 15 16 ReEl E2 E3 E4 11 I2 I3 14 15 16 ReEl E2 E3 E4 11 I2 I3 14 15 16

Section 1 Section 2 Section 3

Figure 107, Joint Seal Damage of Longitudinal Joints (No.) - PCC Pavements, PASCO/

PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Individual Raters for Three Repetitions.

250

200

§

Cl.l 150

"C

.a'! 100

eu

50

0

0 Total Distress -Min.

CMean

-Max. .. CI •• CI c.~ 88

..

I] 88~ C [)

I] []

0 ,... ,... ,

,~,~

... ,... ,- - ,- ,- ,-

ReEl E2 E3 E4 11 I2 I3 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 I2 I3 14 15 16

Section 1 Section 2 Section 3

Figure 108. Joint Seal Damage of Longitudinal Joints (Meters) - PCC Pavements, PASCO/

PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Individual Raters for Three Repetitions.

114
BIiiI

-Max.

CMean

-Min.

c

160 ,-----------------------------------,

- 140 Low Severity ! 120

100 i ~~

~~o 0B 1

ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16

ReEl E2 E3 E4 11 12 13 14 15 16

-Max.

CMean

-Min.

A

I

ReEl E2 E3 E4 11 12 13 14 15 16

160 ~------"--------___;:======:;_-------~

-jt 140 Moderate Severity _ 120

100

.a 80

.~

~~L 2~lli!Il1i!111i!111i!11211i!111ii111ii11Blgl ReEl E2 E3 E4 11 I2 13 14 15 16

-Max.

CMean

-Min.

High Severity

160 -r-----------------~====;--------I

_ 140

! 120

100

] 80

. 60

20 I O~A+I!I+S1-9+1!!I+8-t-S+i!il+8+1i1!1+1~_tO+,tt+I3+8+1Iiii1+_~Ii!I+BI+S+S+E~~k+B1_&+Eil+ii_t_S+i!il+8tSt1~

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16

-Max.

-Min.

CMean

180 ,------------------;:====;--------------,

160 -

g 140 Total

I :~ ,,2 I ~! 40 I

20 0 c EiIiil O+::-tA+II8-t---f----+---f-I-+lliiil+---+-+liil-t"*+--+ClH-t--+--+---+-~&+I8-tliil-tii-t-I-I+--+-~etat~__+__+8+8+&_f_ll1II+&I1+B-I

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 109. Spalling of Longitudinal Joints (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

115
35

"'":'

Q 30

25

20

.s 15

.~ 10

5 ::?J

o

Low Severity -Max.

I CMean

-Min.

In ,... I,............ g 0 ,... ,,,,,", ... - .... .1:1

.- ,-

R C El E2 E3 E4 11 12 13 14 15 16 R C El E2 E3 E4 11 12 13 14 15 16 R C El E2 E3 E4 11 12 D 14 15 16

-Max.

CMean

-Min.

35 ~-----------~-----------;::====~-~

"'":' 30 Moderate Severity

25

-8 20

... .s 15

10

::?J 5

o-f-O.t~4Ia1fS+1!1..r='-+G+I~+&+J~+-+-t--+-I--+--+--I~-+-+-+-t-+O+'~f+CtB.t&I+&+S+ii-flil.,fS+&j

R C El E2 E3 E4 11 12 D 14 15 16 R C El E2 E3 E4 11 12 13 14 15 16 R C El E2 E3 E4 11 12 D 14 15 16

35

- 30

25

-8 20

.s 15 i 1~o

High Severity -Max.

CMean

-Min.

..... .l, ... , ... ... ,- .51."'._ , ..... .l .51 .... ...,._.- - - -,-, ,- -,-,- ,-,-

RCffiE2E3E4IlI2I3Ml5ffi RCffiE2E3E4IlI2DMl5ffi RCffiE2E3E4IlI2DMl5ffi

-Max.

CMean

-Min.

Total

35 ,--------------------------;====,---~

"'":' 30 Q

25

-8 20

:= 15

Q 10

cu

5

o +O=-+=A=+JII+W+R-I=+.....iiJt!!!'"+-~+_t__+_+__+_+_+_..,f___t_l__+_-+-+-+-+__+O~~~_P1_W+8+liiI+I!l+""'+8_+.!!!!..JSiI

RCffiE2E3E4IlI2I3Ml5ffi RCffiE2E3E4IlI2I3Ml5ffi RCffiE2E3E4IlI2I3Ml5ffi

Section 1 Section 2 Section 3

Figure 110. Spalling of Transverse Joints (No.) - PCC Pavements, PASCOIPADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

116
25 ~-------------------------;:====::;---~

Low Severity -Max.

CMean

-Min.

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

25

-. Moderate Severity -Max.

! 20 CMean

15 -Min.

i 10

eu

5

A

0 g

0

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

25

-. High Severity -Max.

! 20 CMean

15 -Min.

t 10

eu 5

0 iii

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

25

-Max. -. Total ! 20 CMean

15 I -Min. "C

I 10

5 A

0 0 0 1:1

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 111. Spalling of Transverse Joints (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

117
10.0 -,-----------------------------------,

8.0

6.0

4.0

2.0

Total Distress

OA

-Min.

CMean

-Max.

ReEl E2 E3 E4 Il 12 13 14 15 16 ReEl E2 E3 E4 Il 12 13 14 15 16 ReEl E2 E3 E4 Il 12 13 14 IS 16

Section 1 Section 2 Section 3

Figure 112. Map Cracking (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Individual Raters for Three Repetitions.

ReEl E2 E3 E4 Il 12 13 14 15 16 ReEl E2 E3 E4 Il 12 13 14 15 16

600

500

i 400 00.

-

"'0 300 .a

.~

200 c=

100

0

ReEl E2 E3 E4 Il 12 13 14 15 16

Section 1

Total Distress

Section 2

o

-Min.

CMean

-Max.

Section 3

Figure 113. Map Cracking (Sq. Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Individual Raters for Three Repetitions.

118
0.5

0.4

--:-

o

0.3

a

0.2

0.1

0.0

-Min.

Total Distress "i o Mean .'"

0

I -Max.

.'" .. :;U 1

.'" "I" ••

[] []

[~ [~

..

,..1,~,_,,:: ] .'" [~

[]

,-- ,-,-,-,- ,- I I ,,,,",,,," ,- ,~ ~+t11 Ell Ell IEll ,~,~

ReEl E2 E3 E4 II 12 13 14 15 16 ReEl E2 E3 E4 II 12 13 14 15 16 ReEl E2 E3 E4 II 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 114. Popouts (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Individual Raters for Three Repetitions.

-Min.

o Mean

-Max.

o

Total Distress

I

,

ReEl E2 E3 E4 II 12 13 14 15 16

500 .,-----------------------------------,

450

400 ..-- §. 350

r!d- 300

"'C 250 - .s 0 .~ 200

150

100

50

o +-ta-l'-s+I!!f-H!!t+S-tI!I-I-I!t+'-tI!!Itelrt--f-+O+1!HI!!Irt--t-S+S-tt!l+l!!I+S-t-S+I!t+t!!I,1----+--+A+8+8+8t8+8+1~1+8+8-1

ReEl E2 E3 E4 II 12 13 14 15 16 ReEl E2 E3 E4 II 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 115. Polished Aggregate (Sq. Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Individual Raters for Three Repetitions.

119
25

- 20

15

.a 10 I 5

o

Low Severity - -Max. -

t L~ CMean

-Min.

[) 2

._.- - .. ,.... ,.... ,[],.... - ,- -'... -

-Min.

-Max.

CMean

ReEl E2 E3 E4 11 12 13 14 IS 16 ReEl E2 E3 E4 11 12 13 14 IS 16 ReEl E2 E3 E4 11 12 13 14 IS 16

25 ,---------------------;::====;------,

d 20 Moderate Severity

15

'C

=

i lO

5

o -+O+'&+&+8+I!!l+S+S+&II+8+l8+S+S+---+O-+-/s+&~Ut&tI:I+I!I+S+_=t=c:.r&+_+O+A_tI!I+S+_&+&I+&I+IEI+II+S+I~

25

High Severity -Max.

CMean

-Min.

- ,-,-,-,-,-,-,- - ,-,-,-,- ,-,-,-,-,- - .- ._._._,_._.- ._. ,- - - RCmmIDE411I2I3MISM RCmmIDE411I2I3MISM RCmmIDE411I2I3MISM

25 -Max. - 20 Total

~! t CMean

15 !

-Min.

'C

.e.. 10

5

0

R C El E2 ID E4 II 12 13 14 IS 16 R C El m ID E4 II 12 13 14 IS 16 R C El m ID E4 II 12 13 14 IS 16

Section 1 Section 2 Section 3

Figure 116. PatchlPatch Deterioration Flexible (No.) - PCC Pavements, PASCOIPADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

120
-- 7 l §. 6 Low Severity -,

I

- -Max. i ,

IJ Mean I

I

00. 5

- 4

! i

IJ , "0 -Min!

= 3 I

'! 1

2

CO 1

0 EI ElIElIEIIEiIElIElIElIElIElIElI

ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

-Max.

IJ Mean

-Min.

+O~l-S1-S+S+I~!!t+I!!I+t!I+l!lH-S+S-j---j-O+LHII!!1+1!~"tI!!!ltlliiiilllt+ll EI!!t+I!IEI!I1I-11gatl- IiiiiI4-11Elt-+OtA+8+8+S+S+Ell Ell Ell Ell Ell EI

ReEl E2 E3 E4 11 I2 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

-Max. I

IJ Mean I

-Min.

-Max.

IJMean

-Min.

IiiI +O~l-S1-8+8+S+l8+l!!t+l!!l+liiI+BI+8-/-+O-f-&t8+B+--\-IIolt--t---r-+-+--t---J----t-O+-A+El+EI+l8+l!J+l!!i+eI+l1!I+EI+8+ej

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

Section 2 Section 3

Figure 117. Patch/Patch Deterioration Flexible (Sq. Meters) - PCC Pavements, PASCO/

PADlAS: Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Individual Raters for Three Repetitions.

121
_10

0 8

6

OAe±.. ....

.e 4

Q 2

0

Low Severity

8

-Max.

CMean

-Min.

A8888

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

10--,--------------------------------------,

- 8

Moderate Severity

o

-Max.

CMean

-Min.

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

10-,-----------------------------------

- 8

6

ffigh Severity -Max.

CMean

-Min.

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

10...,-----------------------------------,

Total

B

-Max.

CMean

-Min.

OABBBB

ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

Section 1 Section 2 Section 3

Figure 118. Patch/Patch Deterioration Rigid (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Individual Raters for Three Repetitions.

122
-. 140

§. 120 -Max. 00. 100 Low Severity -- 80 "gL CMean

S 60 -Min. .! 40

20

0 AEIEIEIEI EI EI

ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16

Moderate Severity -Max.

CMean

-Min.

ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

-Max.

CMean

-Min.

High Severity

140 I---------------------;:::====::;--~ i 120

100

80

= 60 ! 40

20

0+--t-tt+l!i~iJ=4I!I+8+&+l8+l!!l1+S+8+___+O+A+&I+8-I_8+I!i+8_t8+I!I+8+&+l8+__tO+lk+I!!l+8+S+i!l+8-IfS+I!!I+8+S_+_e1

ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 13 14 15 16

140

i 120 A1iiI2"

-Max.

Total CMean 00. 100

-- -Min. 80 "'0

= 60 ·i 40

20 - OAEIEIEIEI EIEIEI EI 0

ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16 ReEl E2 E3 E4 11 12 I3 14 15 16

Section 1 Section 2 Section 3

Figure 119. Patch/Patch Deterioration Rigid (Sq. Meters) - PCC Pavements, PASCO/

PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Individual Raters for Three Repetitions.

123
30

- -Max. o 25 Low Severity

20 CMean

Q)

~cll~ll -Min. "'CI 15 =

1 10 0

A C

5 g 0

A C g 8

0

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

-Max.

CMean

-Min.

A C

Moderate Severity

o

30 ~-----------------------------------,

"'":' 25 c

20

Q)

"'CI 15 .s

.~ 10 0

5 Ag2CCCg~ o -l-+-+-+-+-+--+--+--+--+--+--+--+--t-=C=+---+----+---+--+--+--t-CH-:llrl-l!l-+-I!!!l-+-I!!!l-+-I!!!l-+-EIl-+-EIl-+-8-I

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

30 .,-------------------------------__

High Severity -Max.

CMean

-Min.

ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 T1 T2 T3

35

"'":' 30 c

25

20

15

~1O

5

o

-Max.

Total CMean

0 t g II -Min. 1:1 !:! 0 Q C C g !:!

A iii -

2 A C C

0 - ... - ... -- - - - ..... - .... ""=

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 Tl T2 T3

Section 4 Section 5 Section 6

Figure 120. Corner Breaks (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

124
I-Max.

CMean

-Min.

Low Severity

40

i 35

-30

25

.a 20

.~ 15 0 0 A 5! ! 1~

o ..L..--=A=-------'"------"------'-8--B--w-------------""'----------o--&--8--_i5__---w--iiif,-s---=IJ'-I!1-l

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

-Max.

C Mean

-Min.

Moderate Severity

40 -,------------------------------------------,

_35

.B30

~25

.aw I

·!15 0 A 2i Ii:!

CUIO I

5 EI g C

O+-O---+-Ll,..-t-llIl+"----r-JIoI-+S+-t!H-I!!I-IH!!I-+--+--+--+--+--t--+--+----+--+---1-f-O-+A--H!II-H!!I---H;t-H!l--HI!I+8-+~

ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

C Mean

-Min.

-Max.

ReEl E2 E3 E4 T1 1'2 T3

High Severity

ReEl E2 E3 E4 T1 1'2 T3

o

40 -,-------------------------------------,

_35

.B30

~25

.a 20

·!15

cu lO

5

o 0

ReEl E2 E3 E4 Tl 1'2 T3

40

_35 0 Total -Max.

.B3O

A C! H CMean

~25 Ii:! -Min. .a 20 iii

·!15 0 1:1

~10

5

A iii IJ 0

ReEl E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

Section 4 Section 5 Section 6

Figure 121. Longitudinal Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

125
50

"'":' -Max. 40 Low Severity

CMean C

~t I-Min.

...a

I:U

JJ.. Ii qL

g 2 2eBB C JJ.. o JJ.. g § C c 0

R C El E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

50 -,-~~~~~~~-~~~~-----------------------,

ReEl E2 E3 E4 Tl 1'2 T3

Moderate Severity -Max.

C Mean

-Min.

ReEl E2 E3 E4 T1 1'2 T3

"'":'

40

30

i

=

20

10 0 I g

JJ.. 0 JJ.. gee g C B A g 2g C O+-a>-t-='-I--"'''-+-tIH-'--+W+-s-t~-s-t--+--+-+--+='--I--+-==--t-''''''--I--+--+---+---\-t--+--+--+-='--I-''''"-t--''''--H1III-I

ReEl E2 E3 E4 T1 1'2 T3

50 -,----------------------------------,

-Max.

CMean

-Min.

High Severity

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

50 -,-------------------------------_

-Max.

C Mean

-Min.

Total

ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

Section 4 Section 5 Section 6

Figure 122. Transverse Cracking (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

126
180

5 160

_140

Q,,) 120

"C 100

.....

.a 80

Q 60

C(l 40

20

o

-Max. Low Severity

CMean

-Min.

p C

o A 'II C 'II _ _ o A Ii a 1"'1 1:1 IiiiiI 'II B

o ACe CI tI

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

-Max. Moderate Severity

C Mean

-Min.

180 --,---------------------------------------,

.-.)60

S 140

-Q,,)120

'g 100

•1:::: 80

Q60

~40 0 2

W n o A IiiiiI IJ C 'II C B C o +-O-t~5+_I!iH-lS-+_W_+_s__t_IIIf+S_+____t____+___+_~+_+=+_"'...'"+_____+_____f____+___+__f____+_+____+_""___j_=_+_U_t__lol__l

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

High Severity -Max.

CMean

-Min.

180 --,---------------------------------------,

160

5 140

-120 Q,,)

"Cl00 .a·a 80

60

40 :t

W 0 A X 1:1 C gog

o +V-+-Llrl-l!!f+-I~S+S+_I!H_W_H!!!t_+__+_'_"+_:lloe_t_l!t_+_I!!I_t_"C=_+'"'"_+=C__+_I!!!I__t_I!!I_t__+___+__+=~'_I___+__+___+__+___\______i

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

180

160 -.S 140

-120 Q,,)

"C 100 .a·a 80

6'Jl 60

40

20

o

-Max. Total I C

CMean -

-Min.

'!"

o A B CI B IJ

o A tI C l o A 'II IJ C 'II IiiiiI B

tI _ ""

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 R C ElE2E3E4T1T2T3

Section 4 Section 5 Section 6

Figure 123. Transverse Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

127
Low Severity

- - - - - - - - - - - ...... ......

10

! 8 -Max.

Q,l 6 CMean

"e

.a -Min. .... 4 Q

2 C ::?J

0 '" ------ R C El E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

..

[]

ReEl E2 E3 E4 T1 1'2 T3

10

- 8 -Max. Moderate Severity E- C Mean

6 -Min. .a'! 4

::?J 2

0

ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

10

! 8 -Max. High Severity

CMean

6 -Min.

=

1 4

2

0

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

Total

CMean

-Min.

-Max.

c

12 -,----------------------------------------,

8'10

-- 8

.g 6

1 4

2

O+<JI-+--clk-+---+S-+-s-'f--S-+S-H!t-H!!H---+O+-d-lf--S-+S-H!t-H!!I-H!!I+Ii!t+-s-t-t-Q--h!llrl--!!!!I-H!!I+Ii!t+-s-t-+S-H!!H

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

Section 4 Section 5 Section 6

Figure 124. Transverse Cracking Sealed (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

128
40

- 35

30

±1

Low Severity -Max.

25 CMean

=

20 1 -Min.

i 15

10

5 C

0 g

ReEl E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 Tl 1'2 T3 R C El E2 E3 E4 T1 1'2 T3

40

--:- 35 Moderate Severity -Max. o 30

25 f

fI 5! CMean

f -g 20 d -Min.

.~ 15

10

5 CI

0 c CI

R C ElE2E3E4T11'2T3 R C El E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4T1 1'2 T3

40 _ 35 0

o 30

0 -Max.

25 High Severity CMean

] 20 -Min.

• 15

10

=s 5 0

0 -+A1818181818181 B

R C El E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 T1 1'2 T3

40

0 2c B _ 35

0 -Max.

30

!iii C C C

C Mean

25 Total -Min. -g 20

.~ 15

10

5 0 g

2 c B

0

R C El E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4T1 1'2 T3

Section 4 Section 5 Section 6

Figure 125. Joint Seal Damage of Transverse Joints (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

129
L o /:I;. EI

8

Total Distress

I I:J. 8 8

3.51 --:' 3.0

2.5

] 2.0 0

.a 1.5

6"Jl 1.0

0.5

0.0 --'---------t!t----l------------t!t-_r-------------<-I!!I----I!!J-----"'O

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

Section 4 Section 5 Section 6

Figure 126. Joint Seal Damage of Longitudinal Joints (No.) - PCC Pavements, PASCO/

PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions.

-Max.

CMean

-Min.

ReEl E2 E3 E4 T1 1'2 T3

EI o

Total Distress

1:6181&1818181 llil

ReEl E2 E3 E4 T1 1'2 T3

o

350.,------------------------------------,

_300

5250

-8 200

~1~ g

0

1~ l+",",":":":"I I " I

ReEl E2 E3 E4 T1 1'2 T3

Section 4 Section 5 Section 6

Figure 127. Joint Seal Damage of Longitudinal Joints (Meters) - PCC Pavements, PASCO/

PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions.

130
35

i 30 -Max. Low Severity

-- 25 C Mean 2 g

"Cl 20 -Min. i

=

15

eu 10 g 0 5 0 I:i C

0

ReEl E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

Moderate Severity

o

-Max.

C Mean

-Min.

35 ,-~~~~~~~~~~~~~~~~~~~~-~~~~~~---~

.- 30

E 25

"Cl 20

.a'! 15

eu 10

5

O+-Ul--t--lk--H!H-lii-+8-+-8-+--lii-1f-8-r--+--t-\.l4---l!H-I!!H-I!H-I8-+II4--llH----.,-----t--+--t-:ll.c+--I!l+I!!i+-liiI-+-<"""+8+-D-!-A-i

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

High Severity -Max.

CMean

-Min.

35 ,-~~~~~~~~~~~~~~~~~-~~-~~~~~~~~-~

30

g 25

oj 20

'! 15

eu 10

5

0+'-'4---l!H-l!!i+-l!I-+-lil-+W--j--8-t-8-f-8-t--+O-t-:ll.c+--I!l+I!!H-I!I-+-IiH-8+-Iii-t--8-f--+-O-+-A--t--I!Il-+Iol--+-li!H-I!l-+-l8-+n+~

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

40

35 -Max. i 30 C Mean -- 25 -Min.

.a 2 g 20

'! 15

eu 10

5 0 I:i C

0

R C El E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 T1 1'2 T3

Section 4 Section 5

Total

o

ReEl E2 E3 E4 T1 1'2 T3

Section 6

Figure 128, Spalling of Longitudinal Joints (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

131
6,-----------------~---------------___,

ReEl E2 E3 E4 T1 T2 T3

Low Severity

ReEl E2 E3 E4 T1 T2 T3

-Max.

CMean

I -Min.

o

ReEl E2 E3 E4 T1 T2 T3

6

~50

~4a,)

"0 3

.....

.a

~2

Ii 1 0 A Ii Ii

0

Moderate Severity -Max.

CMean

-Min.

R C El E2 E3 E4 T1 T2 T3 R C El E2 E3 E4 T1 T2 T3 R C El E2 E3 E4 T1 T2 T3

6

~5 -Max.

0 CMean ~4a,) I High Severity -Min.

"g 3 .....

.....

~2 0

1 Ii A Ii

0

R C El E2 E3 E4 T1 T2 T3 R C El E2 E3 E4 T1 T2 T3 R C El E2 E3 E4 T1 T2 T3

6

~5 -Max.

0 CMean ~4a,) Total -Min.

"g 3

! t

0

~n .....

.....

~2 A Ii

1 0

0

R C ElE2E3E4T1T2T3

Section 4

ReEl E2 E3 E4 T1 T2 T3

Section 5

ReEl E2 E3 E4 T1 T2 T3

Section 6

Figure 129. Spalling of Transverse Joints (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

132
12

- 10 -Max. S Low Severity 8 CMean

i 6 -Min.

4

eu

A 2 5! C 2

0

ReEl E2 E3 E4 Tl 1'2 T3 R C El E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

Moderate Severity -Max.

CMean

-Min.

12.,---------------------------------,

i 10

-- 8

] 6

'! 4

2 OA~Ei

ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

12.,---------------------------------,

-Max.

CMean

-Min.

High Severity

o

iii

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

12.,----------------------------------,

c

o

Total -Max.

CMean

-Min.

o c C

O+--+--+--+--+-+---t-t--+--+--+-Cl---Hk-t-"'"'--t-liof-+---t---t-t--+--+--t---+--+---t---+-+--I--"'-t---t----1

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3

Section 4 Section 5 Section 6

Figure 130. Spalling of Transverse Joints (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

133
10,------------------------------------,

..--

8

6

....

.e 4

2

Total Distress -Max.

CMean

-Min.

o

ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

Section 4 Section 5 Section 6

Figure 131. Map Cracking (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions.

-Max.

CMean

-Min.

o

Total Distress

600 ,-------------------------------------,

i 500

400

300 .a'! 200

t';l

100

o +O>---t-i!.-+-I!!!I-H!I+I8+8-+-B-t-8-1f--8-+--+-Q+il.:+Ii!iI-f--fi!J--HiiI-H!I+I8+8-+-B-t--'---'I--+--&+8--t--1o>--t-liiH-l''Y-I!I+ICJ+8-J

ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3 ReEl E2 E3 E4 T1 T2 T3

Section 4 Section 5 Section 6

Figure 132. Map Cracking (Sq. Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions.

134
1.2 -,---------------------------------,

ReEl E2 E3 E4 Tl T2 T3

Section 4

Total Distress

ReEl E2 E3 E4 T1 T2 T3

Section 5

-Max.

IJMean

-Min.

ReEl E2 E3 E4 T1 T2 T3

Section 6

Figure 133. Scaling (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions.

0.3

i Total Distress -Max.IJMean

rJ:J 0.2 - -Min.

"'Cl

.....

.e

0.1

ReEl E2 E3 E4 T1 T2 T3

Section 4

ReEl E2 E3 E4 T1 T2 T3

Section 5

ReEl E2 E3 E4 T1 T2 T3

Section 6

Figure 134. Scaling (Sq. Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions.

135
CMean

-Min.

-Max. Total Distress

c c

3.0 I-----=;--------------------;:====:::;---~

-t 2.5

2.0 0

.s 1.5

.~ 1.0

0.5

0.0 --'---------'IoI...........I----o------{)----J.k-liil-liiil-liiil-lii!!l-----l'oI-----li!I----I~~:>------.~iiI_IiiI_I8_Is_:8_8_B__J

ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3

Section 4 Section 5 Section 6

Figure 135. Popouts (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions.

136
C 8 C

-Max. Low Severity

CMean

-Min.

12,-----------------------------------,

-o 10

8

a.l 1 6 ;.l '! 4

2

O-'-O---{jr---l!!--I!J-I8-8--8---8--8-----O---{jr---l!!--I!J-I8-8--8---8---8--------w--------'

ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3

12

"":'10 -Max. Moderate Severity

~8 CMean

a.l -Min. "Cl 6 .a

t

'!4

2

0

R C El E2 E3 E4 Tl T2 T3 R C El E2 E3 E4 Tl T2 T3 R C El E2 E3 E4 Tl T2 T3

12

"":'10 -Max.

~8 CMean High Severity a.l -Min. 1 6 0

14

2

A

0

R C El E2 E3 E4 Tl T2 T3 R C El E2 E3 E4 Tl T2 T3 R C El E2 E3 E4 Tl T2 T3

12,-------------------------------------,

ReEl E2 E3 E4 Tl T2 T3 ReEl E2 E3 E4 Tl T2 T3

"":'10 - Max.

8 CMean

] 6 -Min. Total 0 I i5

14 T

: +D-I-A-+-e+I!!I+-I!!I-+l!I-+8-t--8-+8+--+-O+A-+--8-+-8-H8+I!!!1--t-8+8-t--8-+-+---t----

A

-+1_~+-1!Il--t----+J~I -+-+-1

ReEl E2 E3 E4 Tl T2 T3

Section 4 Section 5 Section 6

Figure 136. Patch/Patch Deterioration Flexible (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, and Minimum, Mean, and Maximum Values for Experts

and Teams for Three Repetitions.

137
8

e -Max. Low Severity ~6

- C1Mean

Qj -Min. "t:l 4 .e'! 2 0

c g

0 IJ.. C g IiiI C

R C ElE2E3E4T11'2T3 R C El E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 T1 1'2 T3

8

- -Max. Moderate Severity

l;/.)

~6 C1Mean

-Qj -Min. ]4

.~

~2

Q IJ

0

R C El E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 T1 1'2 T3 R C El E2 E3 E4 T1 1'2 T3

8-,--------------------------------------------,

-Max.

C1Mean

-Min. High Severity

ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 T1 1'2 T3 ReEl E2 E3 E4 Tl 1'2 T3

8~======;------------------------~

-Max.

C1Mean

-Min. Total

o

c c 2

IJ..

O+CH-1~s_t-s--lf-S-_t_I!I+_I!I_H!H_I!t_t-I_O_+_lli:+l!I_H!H_I!t_t_S_t_I!!!t__t_I!II_t_I!!t_+___+___+-t__+__+____+_'__+___t--t--------i

ReEl E2 E3 E4 T1 1'2 T3

Section 4

ReEl E2 E3 E4 T1 1'2 T3

Section 5

ReEl E2 E3 E4 Tl 1'2 T3

Section 6

Figure 137. Patch/Patch Deterioration Flexible (Sq. Meters) - PCCPavements, PASCO/

PADIAS: Reference, Consensus, and Minimum, Mean, and Maximum Values for

Experts and Teams for Three Repetitions.

138
30

25 Low Severity 1:)20

i 15

~1O •

b 5 y = 0.2282x (Jw

•

0

0 10 20 30 40 50 60 70

Mean

30

25 Moderate Severity

b20 i 15

~1O y = 0.7888x (Ja

b 5

y = 0.2861x (JW

0

0 10 20 30 40 50 60 70

Mean

30

25 High Severity

b20 i 15

~1O y = 2.6x (Jw

b

5 y = 0.2x (Ja

0 •

0 10 20 30 40 50 60 70

Mean

30

25 Total ...

b20 y = 0.3904x (Ja i 15

~1O

b y = 0.2126x (Jw

5

0

0 10 20 30 40 50 60 70

Mean

Figure 138. Fatigue Cracking (Sq. Meters) - AC Pavements, Experts,

PASCO Method: aa and aw Vs. Mean.

139
50 60

y = 0.6461x cra

•

30 40

Mean

20

Low Severity

10

o

o

40 --.--------------------------..0........-------.......

30

b

1 20

_!!!!"::::;~~::=l~::::::=====~~y-=~0.:3:43:Ox~cr:W~J 10

40 --.------------------------------------,

40 50 60

Moderate Severity

20

y = 0.5213x crw

y = 0.4302x cra

10

• .-M

oJIt..I!~~l+_---_I__--_+---+__--__+--~

o

40 -,---------------------------------,

y = 2. 1667x crw

ffigh Severity

o !

o

y = 0.0000 cra

10 20 40 50 60

40 50 60 M 30

ean

Total

10 20

40 -,------------------------------ A

y = 0.5467x cra

Figure 139. Longitudinal Cracking WP (Meters) - AC Pavements, Experts,

PASCO Method: aa and aw Vs. Mean.

140
60

50 Low Severity

40 y = 0.0853x crw

i 30

, y = 0.0822x cra

-c

20 ••• , b 10 .' • •

0 - 0 50 100 150 200 250 300 350 400

Mean

60

50 A- Moderate Severity

y = 0.4087x cra b 40

'i 30 y = 0.2774x crw

20

b 10

0

0 50 100 150 200 250 300 350 400

Mean

60

50 High Severity

b 40

"C 30 §

20 y = 0.8825x crw

b 10 y = 0.4574x cra

0

0 50 100 150 200 250 300 350 400

Mean

60

50 •

Total

b 40 y = 0.0912x crw

i 30 -::

20 A- I Ab

10 • , y- y 0.0693x cra •

0 - 0 50 100 150 200 250 300 350 400

Mean

Figure 140. Longitudinal Cracking NWP (Meters) - AC Pavements, Experts,

PASCO Method: (J'a and (J'W Vs. Mean.

141
100 120

y = 0.2542x O'a

y = 0.1481x O'w

•

80

••

60

Mean

40

•

20

Low Severity

25 ..,---------------------------------,

~20

b 15 "'Cl

§1O

=

b 5

0+-----+-----+-----+-----+-----+----------1

o

60 80 100 120

Mean

y = 0.3265x O'a

40

y = 0.3067x O'w

Moderate Severity

20

25 ..,--------------------------------,

20

b 15 "'Cl

~1O

=b 5

O..='-------+-----+-----+------+------+-----------l

o

60 80 100 120

Mean

40

High Severity

20

y = 0.6096x O'w

y = 0.3121x O'a

25 ..,-------------------------------,

20

b 15

1 10

=

b 5

0...==-----.lr----+------j---------l------+-----f------1

o

120

y = 0.0846x O'w

• •

80 100

Total

20 40 60

Mean

Figure 141. Transverse Cracking (No.) - AC Pavements, Experts,

PASCO Method: O"a and O"w Vs. Mean.

25 ..,--------------------------------,

20

b 15

'g 10

= •

b 5

0+-----+-----1-------+-----+-----+-----1

o

142
40

Low Severity

30

•

y = 0.2439x cra b

"Cl 20 • y = 0.2021x crw

§ • • ~1O •

0

0 50 100 150 200

Mean

40

Moderate Severity

30

b y = 0.2242x crw

"Cl

§ 20

c:IS 10 I •

b y = 0.1961x cra

0

0 50 100 150 200

Mean

y = 0.4839x crw

ffigh Severity

40

30

b

"Cl 20 §

c:IS

b 10

0

0

y = 0.3094x cra

50 100

Mean

150 200

40 ..,----------------------------------,

•

Total

•

• - y = 0.1l89x crw

•

50 100 150 200

Mean

Figure 142. Transverse Cracking (Meters) - AC Pavements, Experts,

PASCO Method: O'a and O'w Vs. Mean.

O+--------t---------I-------~------__I

o

143

50

40 Low Severity y = 0.5010x cra

b 30 i 20 y = 0.4375x crw

b 10 •

0

0 20 40 60 80 100 120

Mean

50

40

Moderate Severity

b 30 "C Y= 0.7111x cra

20

b 10 y = 0.6816x crw

0

0 20 40 60 80 100 120

Mean

50

40 High Severity

b 30 "C

20

Y= 1.6902x crw b 10 Y= 0.6612x cra

0

0 20 40 60 80 100 120

Mean

50

Total A

40

b 30 "C

20

b y = 0.2878x crw 10 ..... 0 I

0 20 40 60 80 100 120

Mean

Figure 144. Longitudinal Cracking WP (Meters) - AC Pavements, Individuals,

PASCO Method: era and erw Vs. Mean.

145
300

y = 0.3078x CJw

150 200 250

Mean

Low Severity

50 100

120.,-----------------------------

100

b 80 l 60

e':$ 40

b 20

0+------+-----+-----+-----+-----+--------.1

o

150 200 250 300

Mean

Moderate Severity

50 100

y = 0.5475x aw

y = 0.471Ox aa

120 .,-------------------------------,

100

b 80

] 60

e':$ 40

b 20

....... O~=---_____l----_+----+_---_+----_+---____I

o

ffigh Severity

120

100

b 80

"C 60 § y = l.1595x aa

c: 40

b 20 y = 0.8405x aw

0."

0 50 100 150

Mean

200 250 300

300

y = 0.2869xaw

200 250

Total

50 100 150

Mean

Figure 145. Longitudinal Cracking NWP (Meters) - AC Pavements, Individuals,

PASCO Method: aa and aw Vs. Mean.

120.,-----------------------------

100

b 80

] 60

c: 40

b

2~ t.~~~:::::J:=-_+----_!_----+__---_+----J o

146
60 80 100 120

Mean

20 40

Low Severity

y = 0.1923x cra

.~ ",.""",.""""..~==~~aY = 0.1747x crw

...

25 -,-------------------------------,

20

b 15

'"" 10

ell

b 5

O+-----t-----1-----t------t-----+--------1

o

40 60 80 100

Y = 0.2998x cra

Y = 0.4299x crw

Moderate Severity

20

25 ,---------------------------------,

20

b 15 "'0

a 10

ell

b 5

O.Jlll""'='-------f-------+------t------+-------I

o

Mean

40 60 80 100

Y = 0.5778x cra

20

High Severity

Y = 0.7881x crw

25 ,-----------------------------------,

20

b 15

1 10

ell

b 5

OF-------Ir------t------+-------t-------j

o

Mean

40 60 80 100

Total

20

25 --,---------------------------------,

20

l' b 15Y = 0.1004x cra

ell

b 510 •___.

--+-------==:~i • Y 0.1114x crw

O+------t-------+--------t-------+--------j

o

Mean

Figure 146. Transverse Cracking (No.) - AC Pavements, Individuals,

PASCO Method: cra and (J'W VS. Mean.

147
50

Low Severity 40

b • 30 "t:l Y =0.1824x crw

20 #

ell Y =0.1743x cra b 10 , 0

0 50 100 150 200 250

Mean

80 100 120

y=0.4917x crw

M60

ean

Moderate Severity

•

20 40

5o..,----------------------------------,

40

b30

"t:l

§ 20

1~ LI!!!!!;:;:::;::::::~=:~=:====:=~~y~=:0~.2:5:97:x~cr~a --+----J

o
15

Low Severity

y = 0.930Ox cra

blO

1

5

b • '""I y = 0.2765x crw

0

0 5 10 15 20 25 30

Mean

15

Moderate Severity

b 10 Y = 0.9652x cra 1

5

b y = 0.2163x crw

0

0 5 10 15 20 25 30

Mean

15

IDgh Severity

b 10

1 y = 1.7391x cra

5

b

y = 0.1739x crw

0

0 5 10 15 20 25 30

Mean

15

Total b 10 Y = 0.2905x cra

1 ... 5 :; b ... • •

.. y 0.1631x crw

0

0 5 10 15 20 25 30

Mean

Figure 148. Fatigue Cracking (Sq. Meters) - AC Pavements, Teams,

PASCO Method: cra and crw Vs. Mean.

149
•

80 100

y = 0.2893x cra

60

Low Severity

20 40

30 ..,--------------------------------,

25

b 20 1 15

=

b

1O~~~=====:~ 5 Y = 0.1202x crw

o

o

Mean

40 60 80 100

Moderate Severity

y = 0.2767x crw

20

30..,-------------------------------,

25

020 i 15

=10

o 5

011I!1111!!!!!!~;;~~:;::::~~~y~=~0;.1~31~Ox~cr~a~--t_-----f__----___J

o

Mean

40 60 80 100

ffigh Severity

20

y = 2.220Ox crw

y = 1.OOOOX cra

30..,-------------------------------,

25

020 i 15

=10

b 5

o ..

o

Mean

100

Y = 0.2825x cra

60 80

Total

20 40

Mean

Figure 149. Longitudinal Cracking WP (Meters) - AC Pavements, Teams,

PASCO Method: O"a and O"w Vs. Mean.

30 .,----------------------------------,

25

~20

i 15

1O~ It..O!!!!~:::;:;:S~~~~~~=:===:===~~~;~""--J Y = 0.1307x crw

o

150
150 200 250

y = 0.3391x crw

• y = 0.4317x cra

100

Low Severity

50

120 -r--------------------------------.

100

b 80 i 60

40

b 20

o+------I------......~--+------+------+--------I

o

Mean

100 150 200 250

Moderate Severity

50

120 -r--------------------------------,

100

b 80

i 60 y = 0.4671x cra

40

b 2~ ~~~~:::::.-...::~~y~~0~.3~3:98~X~cr:W~--_+_-----+_----J

o

Mean

100 150 200 250

High Severity

50

y = 1.1827x crw

Y = 1.0214x cra

120 -r---------------------------------,

100

b 80

1 60

40

b 20

Ol..-

o

Mean

200 250

y - 0.2838x crw

y = 0.3181x cra A

::::

•

100 150

Total

•

iF

50

120 ...-----------------------------------,

100

b 80

i 60

40

b

20

0+------+------.....-.--+-------1------+-------1

o

Mean

:Figure 150. Longitudinal Cracking NWP (Meters) - AC Pavements, Teams,

PASCO Method: cra and crw Vs. Mean.

151
100 120

y = 0.1968x cra

y = 0.1664x crw

60 80

Mean

40

Low Severity

•

20

25 -,---------------------------------,

20

b 15 "C

§ 10

=

b 5

0+---==-----+-----+-----1--------1-----+--------1

o

60 80 100 120

Mean

Moderate Severity

20 40

10 Y = 0.2387x crw

5 .. ....... y = 0.1948x cra

o _..........-..- -

o

25 -,------------------------------.....,

20

b 15

1

=b

60 80 100 120

Mean

High Severity

20 40

25 -,---------------------------------,

20

b 15 1 10

= y = 1.5588x cra

b 50 .~F- lL.~----+----_+----_t_----+_----+_---___j y = 0.3824x crw

o

20 40 60 80 100 120

Mean

Figure 151. Transverse Cracking (No.) - AC Pavements, Teams,

PASCO Method: (J'a and (J'W Vs. Mean.

25 -,---------------------------------,

~b 20 Total y = 0.1442x crw

15

1 105 ..._--==========~..•;::::::==::::~~y" 0.1169x cra

o +----"'.."'-----+-----+------1------+-----+-------1

o

152
20

Low Severity • y = 0.1936x O'a

15

b

~y 0.164Ox crw

]10

b

0

5

It=

0 20 40 60 80 100

Mean

20

Moderate Severity

15

b

"0 10 a • y = 0.2969x O'w

b 5 y = 0.1289x O'a

0

0 20 40 60 80 100

Mean

20

High Severity

15

b

§1O y = 1.6190x O'a

b5

y = 0.6349x O'w

0

0 20 40 60 80 100

Mean

20

Total

15

b y = 0.1198x O'w

]10 •

• , :;

b 5 •

== y 0.0984x O'a

0

•

0 20 40 60 80 100

Mean

Figure 152. Transverse Cracking (Meters) - AC Pavements, Teams,

PASCO Method: O"a and (J'W Vs. Mean.

153
6

Low Severity

4 b y = O.3820x cra

"Cl

§

2 b y = O.2272x crw

0

0 5 10 15 20

Mean

6

Moderate Severity

4

'" b

"Cl Y = 0.4468x cra

2

b y = O.2204x crw

0

0 5 10 15 20

Mean

6

High Severity

4 b

1 y = 0.2736x crw

2

b

• y = 0 cra

0

0 5 10 15 20

Mean

6

Total

4 y = 0.2157x crw

•

b

'"

"Cl

2

'" y 0.2074x cra

b

•

0

'"

0 5 10 15 40

Mean

Figure 153. Corner Breaks (No.) - PCC Pavements, Experts,

PASCO Method: cra and crw Vs. Mean.

154

15

Low Severity

10 b

"'t:I

+. +

5 •

b + y = 0.0366x cra •

•

0

0 50 100 150 200 250

Mean

15

Moderate Severity

10 b

"'t:I

§ •.. 5 y = 0.6684x crw

b

~~ y = 0.6384x cra

0

0 50 100 150 200 250

Mean

15

ffigh Severity

b 10 .. "'t:I Y = 0.7400x cra

§

5

b

y = 0.2177x crw

0

0 50 100 150 200 250

Mean

15

Total y = 0.0477x crw

b 10

"'t:I •

§

b

5 •

• y = 0.0330x cra •

0

•

0 50 100 150 200 250

Mean

Figure 155. Transverse Cracking (No.) - PCC Pavements, Experts,

PASCO Method: aa and aw Vs. Mean.

156
60

50

Low Severity

~40 y = 0.0713x O'a

130

y = 0.0623x O'w 20 b

10

0

0 100 200 300 400 500 600 700 800 900

Mean

60

50 Moderate Severity

40

130 y = 0.6956x O'a

b 20 :A. Y= 0.6500x O'w

10

0

0 100 200 300 400 500 600 700 800 900

Mean

60

50 High Severity

b 40

1 .. y = 0.7248x O'a 30

20

b 10 y = 0.2408x O'w

0

0 100 200 300 400 500 600 700 800 900

Mean

60

50 Total y = 0.0553x O'a

b 40

"0 30 • •

20 l y = 0.0429x O'w

b

10 •.. 0

0 100 200 300 400 500 600 700 800 900

Mean

Figure 156. Transverse Cracking (Meters) - PCC Pavements, Experts,

PASCO Method: O'a and O"w Vs. Mean.

157
40

Low Severity

30 y = 0.4571x aw b

"0 20

l:U

b 10

Y = 0.0649x aa

0

0 30 60 90 120 150

Mean

40

Moderate Severity

30

b y = 1.0963x aw

"0 20

Y = 0.7566x aa

b lO

0

0 30 60 90 120 150

Mean

40

ffigh Severity

30 y = 1.8305x aw b

"0 20

y = 1.6011x aa

blO

0

0 30 60 90 120 150

Mean

40

Total

30 y = 0.2594x aa

b

i 20 y = 0.2013x aw

blO .......

0

0 30 60 90 120 150

Mean

Figure 157. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Experts,

PASCO Method: Cia and (J'W Vs. Mean.

158
2

Low Severity

b

"C 1

y = O.6293x crw

elS

b

y = O.0293x cra

0

0 1 2 3 4 5

Mean

2

Moderate Severity

b

] 1 y = O.7597x crw

elS

b

• • y = O.7364x cra

0 .. - 0 1 2 3 4 5

Mean

2

High Severity

b

"C 1 Y = O.5130x cra

•

elS .. b • y = 0.4374x crw

0

0 1 2 3 4 5

Mean

2

Total

b y = O.3950x crw

]1

elS

b y = O.0654x cra

0

0 1 2 3 4 5

Mean

Figure 158. Spalling of Transverse Joints (No.) - PCC Pavements, Experts,

PASCO Method: era and crw Vs. Mean.

159
6-.-----------------------------------,

Low Severity

o

o 2

y = O.5875x crw

y = O.0297x cra

4

Mean

6 8

Figure 159. Spalling of Transverse Joints (Meters) - PCC Pavements, Experts,

PASCO Method: era and erw Vs. Mean.

160
161
50

40 Low Severity

t> • y = 1.835Ox crw

"e 30

a 20

y = 0.5883x cra b 10

0

0 10 20 30 40 50

Mean

50

40 Moderate Severity

b 30 "e

a 20 y = 2.8320x crw •

b 10

Y = 0.5040x cra

0

0 5 10 15 20 25 30

Mean

50

40 ffigh Severity

b 30 "'0

20

b y = 0.4369x crw 10

• -- y = 0.0277x cra

0

0 5 10 15 20 25 30

Mean

50

40 y = 1.6690x crw

b 30 "'0

20

b 10

- y = 0.5524x cra

0

0 5 10 15 20 25 30

Mean

Figure 161. Longitudinal Cracking (Meters) - PCC Pavements, Individuals,

PASCO Method: O"a and (jW Vs. Mean.

162
y = 0.1773x aw

y = 0.1476x aa

50 100 150

Mean

200 250 300

150 200 250 300

Mean

50 100

y = 1.0251x aa

y = 1.5085x aw Moderate Severity

50 .,----------------------------------,

40

b 30 "Cl

§ 20

blO

O..-----+-----t-------t-----+-----+-------I

o

150 200 250 300

Mean

100

High Severity

50

50 .,------------------------------~

40

b 30 "Cl

§ 20 Y = 0.9868x aa

b 100 .f-_..----+------+------+------+------+--------1

:r Y = 0.7431x aw

o

200 250 300

Total

50 100 150

Mean

Figure 162. Transverse Cracking (No.) - PCC Pavements, Individuals,

PASCO Method: cra and crw Vs. Mean.

50 .,---------------------------------,

40

b 30

-g 20

10

0 1-=~ • • ....~!!!!!!!!\!!~~~~~~~~~:;:::::::=s:~-Y.-Y-==~0·eO~24~5~x~a~w~J Y 0.0406x aa

o

163
200

150 Low Severity y = 0.2063x CJw b

100 ;

y = 0.1624x CJa

b 50

•

0

0 100 200 300 400 500 600 700 800 900

Mean

200

150 Moderate Severity

b y = 1.5432x CJw

100 §

y = 0.9826x CJa

b 50

0

0 100 200 300 400 500 600 700 800 900

Mean

200

150 High Severity

b

"C 100 §

50 y = 0.9957x CJa

b

y = 0.7281x CJw

0

0 100 200 300 400 500 600 700 800 900

Mean

200

Total

150

b

"C 100 § y = 0.0739x CJa

"" b 50 - - y 0.0465x crw

0

0 100 200 300 400 500 600 700 800 900

Mean

Figure 163. Transverse Cracking (Meters) - PCC Pavements, Individuals,

PASCO Method: (J'a and (J'W Vs. Mean.

164
20 25 30

y = 1.1871x crw

y = 1. 1620 x cra

10 15

Mean

5

30 ...,----------------.,.------------------,

Low Severity 25

b 20

! ~~ b 5

O-flll"'::::.....----I------t------+-----+-----+--------1

o

15 20 25 30

Mean

Moderate Severity

5 10

y = 1.3216x cra

y = 2.0935x crw

30...,----------------------------_

25

b20

15

~1O

b

5

O-+-==-------+------I-----t------I--------+------I

o

15 20 25 30

Mean

ffigh Severity

10

y = 2. 1836x cra

y = 1.9164x crw

5

5

0W'------t------t------+-------j-----+---------1

o

30...,-------------------------------,

25

b20

15

~1O

b

25 30

y = 1.2789x cra

20

y = 1.2411x crw

•

5 10

Total

5

O+--l------r-------+-----+-----+------j--------I

o 15

Mean

Figure 164. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Individuals,

PASCO Method: cra and crwVs. Mean.

30...,--------------------------------,

25

b20

15

~1O

b

165
166
167
3

Low Severity

t> 2

1 •

= 1

t> y = 0.0863x cra

0

0 2 4 6 8 10 12 14 16

Mean

3...-------------------------------,

Moderate Severity

5 6 7 8 9 10 Mean 1 2 3 4

~2 y = 0.2102x crw _

lL~S=· =1

t> §.: y 0.1342x cra

o

o

3.,-------------------------------,

ffigh Severity

11 2 2 2

y = 1.2149x crw

1

Mean

oo 11

~2

1~~~~ 1 y = 0.9208x cra

o

o

3-.-------------------------------,

Total

y = 0.0587x cra

• -

y 0.0716x crw

5 10 15 20 25

Mean

t>2

lL~~~~ =1 t>

o

o

Figure 167. Corner Breaks (No.) - PCC Pavements, Teams,

PASCO Method: era and erw Vs. Mean.

168
5

4

Low Severity

y = 0.2485x cra

b 3

2

=b • y = 0.1390x crw

1

0

0 5 10 15 20 25

Mean

5

4

Moderate Severity

b 3 "CI Y = 0.6757x crw

§ 2

=b 1

Y = O.OOOOx cra

0

0 5 10 15 20 25

Mean

5

4 High Severity

b 3 "CI

§ 2

= Y = 3.3333x crw b 1

, y = O.OOOOx cra

0 -

0 5 10 15 20 25

Mean

5

4 Total

b 3 y = 0.2157x cra

"CI

==2

= • y = 0.0401x crw b 1

0

0 5 10 15 20 25

Mean

Figure 168. Longitudinal Cracking (Meters) - PCC Pavements, Teams,

PASCO Method: (J'a and (J'W Vs. Mean.

169
10

8 Low Severity y = O.3798x O'a

b 6 "Cl

§ 4

l:':S Y = O.1489x O'w b 2

0

0 5 10 15 20 25 30 35

Mean

10

8 Moderate Severity b 6

1 4 y = 0.4487x O'w l:':S

b 2

--A y = 0.3550x O"a

0

0 5 10 15 20 25 30 35

Mean

10

8 IDgh Severity

b 6 "Cl

4 y = 0.2676x O"a l:':S

b 2 ......... y - 0.2219x O'w

o _

0 5 10 15 20 25 30 35

Mean

10

8 Total

b 6 "Cl

4 Y = 0.1070x O'w

l:':S

b 2

0

0 5 10 15 20 25 30 35

Mean

Figure 169. Transverse Cracking (No.) - PCC Pavements, Teams,

PASCO Method: O'a and crw Vs. Mean.

170
20

15 Low Severity y = 0.2983x cra

b

"0 10

y = 0.1017x crw

b 5

0

a 10 20 30 40 50 60 70 80 90

Mean

20

15 Moderate Severity b

"0 10

y = 0.3664x cra

b 5

Y = 0.3624x crw

0

0 10 20 30 40 50 60 70 80 90

Mean

20

15 High Severity

b

"0 10 y = 0.2850x cra

b 5 .. .. y = 0.2232x crw

0

a 10 20 30 40 50 60 70 80 90

Mean

20

15 Total

b

"0 10

y = 0.0438x crw b 5

0

0 10 20 30 40 50 60 70 80 90

Mean

Figure 170. Transverse Cracking (Meters) - PCC Pavements, Teams,

PASCO Method: era and erw Vs. Mean.

171
172
2

Low Severity b

] 1 y = 0.8895x crw

b

y = 0.1657 x cra

0

0 1 2 3

Mean

2

Moderate Severity

b

] 1 y = 1. 5094x crw

b

y = O.OOOOx cra

0

0 1 2 3

Mean

2

High Severity

b

] 1 Y= 1.2241x crw

b

0

0 1 2 3

Mean

2

Total y = O.6979x crw b

] 1

•

b y = O.0267x cra

0

0 1 2 3

Mean

Figure 172. Spalling of Transverse Joints (No.) - PCC Pavements, Teams,

PASCO Method: (J'a and (J'W Vs. Mean.

173
174
160 ..-,

5140

rZ120

-100

"0 80

=60

6il 40

20

:::?J 0

-Max.

Low Severity CMean ..

II

-Min.

o A

0 o A

o A 2g Jo. M ....

iii o A 2

n .. "" "" - R eEl R eEl R eEl R C E T R C E T R C E T

-Max.

CMean

-Min.

o A

Moderate Severity

o

160 r------------------------;=:======;--i

6 140

rZ 120

-100

! 80 .... 60

40

:::?J 20 0

O+---+-"''"--t--'=--t-'-+--t-o-I-d-H!t_H!!H--+--h~IIt+___+-t_O_~_H!!f__H!H___+_-+-+___+----t___+_O+_l\r+_I!iI_H!I__I

R eEl R eEl R eEl R C E T R C E T R C E T

160 ..-, 140 -Max. §.

rJ) 120 High Severity CMean

- 100 -Min. "0 80

=

'1 60

40

:::?J 20

0

R C E I R C E I R C E I R C E T R C E T R C E T

-Max.

CMean

-Min.

R C E T

o

R C E T

Total

..

R eEl

o

R eEl R eEl

160 ,--------------------------------------,

6 140

C" 120

rJ)

- 100

.... 6080 A~I ~40o I 0 OA

:::?J 20 A2~ iii = o +---+-_+_-+---+-t___-hA+Jo.-W--j n--ll"'iH--+-+---1I--+--+--+--+--+-+~ '""-t---+--+--+--+-+.J..L-j o-&-H""B-+-JiiH""

R C E T

Section 1 2 3 4 5 6

Figure 174. Fatigue Cracking (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

175·
100

g -Max.

80 0

I

Low Severity CMean

QJ

"'C 60 -Min. .a

'~ 40 Ii.

20

0

R C E I R C E I R C E I R C E T R C E T R C E T

100

g 80 -Max.

Moderate Severity CMean

QJ

"'C 60 -Min.

.a'! 40

20

0

R C E I R C E I R C E I R C E T R C E T R C E T

100

- -Max.

a 80 High Severity CMean

60 -Min.

.a'! 40

20

0

R C E I R C E I R C E I R C E T R C E T R C E T

100

- 80 a

QJ

"'C 60

=

i 40

20

0

.'" -Max.

0 Total CMean

-Min.

A I)

•• ..

- - - - - - - - - - [] - - ;J; _ ... - - - - R eEl R eEl R eEl R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 175, Edge Cracking (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams,

176
160

140 - 120

100

.a 80

.~=- 60

40

20

o

.. -Max.

."" Low Sefrity CMean

-Min. []

[)

A n A2 o A iii iii n A •• o A C 0 ,... .. -- -- R eEl R eEl R eEl R C E T R C E T R C E T

-Max.

CMean

-Min.

Moderate Severity

160 -,---------------------------------,

-. 140

,g 120

100

.~.a 6080 f

40

20

O+-+'l'-J--"l"-+--+-~D_+A+8_+_B_t___l_o_t_=_+___+___+_+<:lf__t__llrt_iil_+liiH__~D_+_+W_+~-f_O_+__&+_8+8__1

0 AC

R eEl R eEl R eEl R C E T R C E T R C E T

160

! 140 -Max.

120 High Severity CMean 100 "t:l -Min. .a 80

.~ 60

40

20 ti 0

R C E I R C E I R C E I R C E T R C E T R C E T

160

-. 140 -Max.

= 120 Total .,:, CMean 100 "t:l

.a 80 -Min.

.~ 60

40

20 0 2

0 A iii g A A

A 0 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 176. Longitudinal Cracking WP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

177
120

- 100 -Max. g Low Severity

Q,l 80 C1Mean

"C -Min. ....= 60

°i 40 .~

20 11 C g 11

0 - - - 0 - _ [J 0 - - ... - - - R C E I R C E I R C E I R C E T R C E T R C E T

C1Mean

-Min.

Moderate Severity -Max.

120 -,-------------------------------------,

5 100

- 80

.a 60

o~ 40

20

O+_af__t_lk_+l~8_+___t_o_I_A_+_I!II_+_I!!H__+C:>_+_cLH__t!H__s_f__+O~rl_I!l_H~__+o_t_d__1f_1!1_+_S+___+<:)__hj~8_+8__I

R eEl R eEl R eEl R C E T R C E T R C E T

-Max.

CI Mean

-Min.

High Severity

120 -,-------------------------------------,

5 100

- 80

.a 60

°i 40

20

O+_af__t_lk_+l~8_+___t_o_+__A__H!!!II_t_I!H__HD_+~__s_f_S_+__+_af__t_lk_+l!t+l8_+___t_o_I_A_+_I!II_+_I!!H__+C::>+~-I!H1_S__I

R eEl R eEl R eEl R C E T R C E T R C E T

120

5 100

- 80

] 60

°i 40

20

o

-Max.

Total t C1Mean

-Min.

..

11 C g 11

..... ... ... 0 ..... .. ... [J 0 ..... ... i:i ..... - - - - - - R eEl R eEl R eEl R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 1770 Longitudinal Cracking Sealed WP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teamso

178
400

_350 -Max.

!300 C Mean A g Low Severity

250 -Min. 0

.E! 200 I '! 150

100 o A C o A

50 g g g 0

R C E I R C E I R C E I R C E T R C E T R C E T

400

350 -Max. -

=300 CMean Moderate Severity

-250 -Min. .E! 200 .... 0 6iJ 150 A

h 100

50 A C 0 o A !iii 0 0

R C E I R C E I R C E I R C E T R C E T R C E T

400

- 350

! 300 -Max. High Severity

250 CMean

'C

.E! 200 -Min.

'! 150

100

50 0 0 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

0

± A

o A C

C !iii

R C E T R C E T R C E T

4 5 6

Total

3

R eEl

2

R eEl

A Q o

1

R eEl

400 ~-----------------------------------,

350 -Max.

-_a 300 CMean

J:l 250 .... -Min. .E! 200 -r'------' '! 150

100

50

O+--+---+--+--+---+---+--+---t-f--~+A+--'+--+--+--+--+-+---+---+--I~t--+--+--+---+--+--+----1

Section

Figure 178. Longitudinal Cracking NWP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

179
350

- 300 -Max. I::.. g S 250 []Mean Low Severity 0 "'Cl 200 -Min.

.... ....-= 150 Q 100 o A C

50

0

R C E I R C E I R C E I R C E T R C E T R C E T

350

g

300 -Max.

250 []Mean Moderate Severity

"'Cl 200 -Min.

.!....-= 150

100

50 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

350

300 -Max. g 250 []Mean High Severity

200 -Min.

=

i 150

100

50 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

350

g 300 -Max. g

250 []Mean Total

"'Cl 200 -Min. i 150

100 o I::.. C

50

0

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 179. Longitudinal Cracking Sealed NWP (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

180
140

--:- 120 -Max.

J! Q 0

J~ Low Severity ~100 IJMean

80 -Min.

=

H i 60

eu 40

0 A 0

20 g g 0 A 0 A g 0

R C E I R eEl R C E I R C E T R C E T R C E T

140

_120

~100 -Max. Moderate Severity

IJ Mean

80 -Min. i 60

eu 40 o A

20 A A

0 E:I E:I 0 0 0

R C E I R C E I R C E I R C E T R C E T R C E T

140

--:-120

Q -Max. High Severity ~100 IJMean

80 -Min. i 60

eu 40

2 20 g 0

0

A C 0 0

R C E I R C E I R C E I R C E T R C E T R C E T

140

--:-120 -Max.

o An !

Total

~100 IJ Mean

o

80 -Min. i 60

A

eu 40 o A A 2

o A CI CI 20 0

5! 0 A g

0

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 180. Transverse Cracking (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

181
250

§ 200 -Max.

Low Severity

CIJ CMean oJ g

'C 150

.a -Min.

.~ 100 h 2 H CIS 50 o A

o A o A o A IiiiI

0

R eEl R eEl R C E I R C E T R C E T R C E T

250

- 200 -Max. a Moderate Severity

CIJ 150 CMean

'C

= -Min. A

t i 100

CIS

2 50 A

1::1 Q 0 A

0 0 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

250

- 200 -Max. a High Severity

CIJ 150 C Mean

'C

.a -Min.

. 100

CIS 0

50 0

A § a A 0 0

R C E I R C E I R C E I R C E T R C E T R C E T

250

- 200 a

CIJ

'C 150

.a

.~ 100

CIS

50

0

-Max. Ji1 CMean Jg -Min. Total Jg 0

0

o A o A g 0 OAL

Section

R eEl

1

R eEl

2

R eEl

3

R C E T

4

R C E T

5

R C E T

6

Figure 181. Transverse Cracking (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

182
180

_ 150 -Max.

J~ e Low Severity C Mean '-'" 120

"0 -Min.

.! 90

60

fj 30 0 A

0

0

R C E I R C E I R C E I R C E T R C E T R C E T

180

150 -

6' -Max. Moderate Severity '-'" 120 C Mean "0

.a 90 -Min. ....

6iJ 60

30

0

0 ·BI IO+AIBIB

R C E I R C E I R C E I R C E T R C E T R C E T

180

150 - High Severity E -Max.

120 CMean

"0

= 90 -Min.

60

30

0

R C E I R C E I R C E I R C E T R C E T R C E T

180

g 150 -Max.

120 - CMean

J~ Total

-Min.

...= 90 ....

6iJ 60 0

A fj 30 0

0 IO+AIBICII IO+-A-+-

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 182. Transverse Cracking Sealed (Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

183
10

- -Max.

~8 CMean Low Severity d 6 -Min.

S

.~ 4

0

~2 0 0 /i.

/i. /i. /i. I!!II

0

R C E I R C E I R C E I R C E T R C E T R C E T

10-,------------------------------------,

-Max.

CMean

-Min.

Moderate Severity

o O+ClH-,/~8-+_s___f--+-O>_+_J.~8+_8_t-+_O_+_ilrH!J_+_W_+-I_O__Hl.c+_EI_+l8+___t-+__+__+__+___t-I---A+I!!I1+II1t_I

R eEl R eEl R eEl R C E T R C E T R C E T

10--,------------------------------------,

-Max.

CMean

-Min.

R eEl

10

""':'8 -Max.

CMean

6 -Min. "C

....

.a 4

Q

~2 0

/i.

0

R C E I

High Severity

R eEl

Total

R eEl

R eEl

o

R eEl

R C E T

R C E T

o

R C E T

R C E T

R C E T

o /i. I!!II I!!II

R C E T

Section 1 2 3 4 5 6

Figure 183. Patch/Patch Deterioration (No.) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

184
_25 -\

§-20 Low Severity -Max. I

00- []Mean -15

"'0 -Min.

i

10

o A

5 0 j 0 0 A

R C E I R C E I R C E I R C E T R C E T R C E T

25

- Moderate Severity I-Max. 620

0"

00- [] Mean

-15 -Min. -8

....

.a 10

& A

5 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

25

- -Max. §-20 High Severity 00- [] Mean

-15 -Min. -8

.a

.~1O

5

2 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

25

- Total -Max. e 20

0" [] Mean 00-

-15 -Min.

.a

.~1O

o A

o A I;

5 - 0 6

II; 0

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 184. Patch/Patch Deterioration (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

185
180 0

i 150 -Max.

00

'-" 120 Low Severity 0 CMean

90 -Min.

=

i 60

eu 30

0

R C E I R C E I R C E I R C E T R C E T R C E T

180

i 150 -Max.

Moderate Severity CMean

00 120 '-" -Min. Q.l

"C 90 .a.! 60

eu

30

0

R C E I R C E I R C E I R C E T R C E T R C E T

180

- 150 -Max. §.

00 High Severity CMean '-" 120

Q.l -Min.

"C 90

=

i 60

eu

30

0

R C E I R C E I R C E I R C E T R C E T R C E T

180

0

i 150 -Max.

Total

00 CMean 120 0 '-"

-Min.

=

90

i 60

eu

30

0

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 185. Bleeding (Sq. Meters) - AC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

186
30

- 25 -Max.

[] Mean Low Severity 20

-Min. - ,E! 15 f 0

.~ 10

0

Ii.

5 0 S Ii. Ii.

0

R C E I R C E I R C E I R C E T R C E T R C E T

30

"'":' 25

20

i 15

'1 10

5

o

-Max.

[] Mean Moderate Severity

-Min.

0

0

Ii. _ .. ... ::r:

Ii. 2is AH .... - - :::

R C E I R C E I R C E I R C E T R C E T R C E T

30

- 25 -Max.

0 [] Mean High Severity 20

<lJ -Min.

"'Cl 15

;t:=

10

5

0

0

R C E I R C E I R C E I R C E T R C E T R C E T

30 .,.

- 25 -Max.

0 [] Mean Total

20 -Min. <lJ

"'Cl I~ 15

= 2CI 0

t 0

10 Ii.

c 2 .1. Ii.

5 Ii.

0 -....... - -

"" ;:; - ... R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 186. Corner Breaks (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

187
160

140 -Max.

-

g 120 CMean Low Severity 100 -Min. "0

..... = 80 .-

& 60

eu 40

20 0 o Ii. C I:! C Ii. 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

160

140 -Max.

-

g 120 CMean Moderate Severity

100 -Min.

"0

..... = 80 . 60

eu 40

20 o Ii. CI IiiI 0 0

R C E I R C E I R C E I R C E T R C E T R C E T

160

140 -Max.

-

g 120 CMean High Severity

100 -Min. "0

.a 80

.~ 60

40

20

0

R C E I R C E I R C E I R C E T R C E T R C E T

"I'"

-Max.

CMean Total

'!" '!"

-Min.

"!"

IiiI [> I~ [~

- o Ii. C

o Ii. o Ii. [ o A

I:!

- - - .. ,"", "'" - -...,-

-

160

140

-

g 120

100

"0

= 80 i 60

eu 40

20

0

Section

R eEl

1

R eEl

2

R eEl

3

R C E T

4

R C E T

5

R C E T

6

Figure 187. Longitudinal Cracking (Meters) - PCC Pavements, PASCO/PADlAS:

Reference, Consensus, Experts, Individuals, & Teams.

188
160

140

-! 120

QJ 100

] 80

'! 60

40

20

o

,'" -Max.

CMean Low Severity

-Min.

.'"

... []

[)

.... ... ... .... .... ... .... ... ... .... ...... - _ .......... IiiiiII ... ... ... - ... ... - - - R C E I R C E I R C E I R C E T R C E T R C E T

160

140 -Max.

!

- 120 CMean Moderate Severity

100 -Min.

::I 80 i 60

40

20

0

R C E I R C E I R C E I R C E T R C E T R C E T

160

140 -Max. ! 120 CMean High Severity

QJ 100 "C -Min. S 80

'! 60

40

20

0

R C E I R C E I R C E I R C E T R C E T R C E T

160

140 ! 120

QJ 100

"C::I 80 i 60

40

20

o

.'" -Max. Total

CMean

-Min.

.'"

... I)

[~

.... ... ... - .... ... - ... ... - " ... ... .... ... ... - - - - - ... - .............

Section

R eEl

1

R eEl

2

R eEl

3

R C E T

4

R C E T

5

R C E T

6

Figure 188, Longitudinal Cracking Sealed (Meters) - PCC Pavements, PASCO/PADlAS:

Reference, Consensus, Experts, Individuals, & Teams,

189
250

""'='200 -Max. AQ 1:1 Low Severity []Mean 0

150

"'0 -Min.

=

i lOO

50

A- A- 1:1 i5

0

R C E I R C E I R C E I R C E T R C E T R C E T

250

"?loo -Max.

Q

[] Mean Moderate Severity

~150 -Min. "'0

=

i lOO

50

0 C

R C E I R C E I R C E I R C E T R C E T R C E T

250

-Max.

""'='200 Q [] Mean High Severity

150 -Min.

"'0

=

i lOO

50

0 0

R C E I R C E I R C E I R C E T R C E T R C E T

250

o

-Max. o A- 2 Total

[] Mean

-Min.

1"\ A []

o A- IJ C o A- 1:1 g n A- CI ... o A g Iii

=

llOO

50

""'=' 200

150

R eEl R eEl R eEl R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 189. Transverse Cracking (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

190
900

800

o A

-Max.

i 700 [] Mean Low Severity

'-' 600 -Min.

"'Cl 500

=! 400

300

200

100 C C 0 A A

R C E I R C E I R C E I R C E T R C E T R C E T

900

800 -Max.

-- Moderate Severity ! 700 [] Mean

600

"'Cl 500 -Min.

i

=

400

ell 300

200 0

100

0 C

R C E I R C E I R C E I R C E T R C E T R C E T

900

800 -Max. -- 700 High Severity ! 600 [] Mean

"'Cl 500 -Min.

;'t:=400

300

200

100

0 0

R C E I R C E I R C E I R C E T R C E T R C E T

1000

900

-- 800 g 700

600

.a 500 .... 400

300

200

100

o

o A

-Max. Total

[] Mean

-Min.

t"\ A 1:1 n o A t:i IiiiI ..... A _ o A 1:1 J:I

o A g 1:1

R eEl R eEl R eEl R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 190. Transverse Cracking (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

191
R C E T

High Severity -Max.

CMean

-Min.

R C E T

R C E T

R C E T

R C E T

Moderate Severity

R C E T

R C E T

Low Severity

-Max.

CMean

-Min.

CMean

-Min.

-Max.

R C E T

R C E T

R eEl

o

R eEl

R eEl

o

80

70

§ 60

50 "0.s 40

.~ 30

~~0

R C E I

80

70

-

S 60

50 "0

.a 40 .~ 30

20

10

0

R C E I

80

70

60

50

.a 40

.~ 30

20

10

0

R C E I

80

70

60

50 "0

.a 40

.~ 30

20

10

0 .... 1'"1 ....

R C E I

Section 1

Figure 191. Transverse Cracking Sealed (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

192
3.5 ,.-..

3.0

c:;;;:.. 2.5

] 2.0

'a 1.5

6'Jl 1.0

0.5

0.0

Total '1"

A •• t

-Max.

IJ Mean

0 ,. 0 •• 'I"

1/

0 o A ,. 'I" -Min. .. ..

A ,. 1 I] I~ [] I) o A [] J. o A [

] I]

I]

- R eEl R eEl R eEl R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 192. Joint Seal Damage of L()Dgitudinal Joints (No,) - PCC Pavements, PASCO/

PADIAS: Reference, Consensus, Experts, Individuals, & Teams.

350

! 300 0 Total 0 -Max.

<l)

250 IJ Mean 0

"'CI 200 -Min. =

1 150

100 0

50

0 0

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 193. Joint Seal Damage of Longitudinal Joints (Meters) - pce Pavements, PASCO/

PADIAS: Reference, Consensus, Experts, Individuals, & Teams.

193
45

_40 -Max.

o Low Severity 35

~30 CMean

25 -Min.

6t

.E 20 .... 15 ~10

5

O·

R C E I R C E I R C E I R C E T R C E T R C E T

45

40

- -Max. o 35 Moderate Severity

30 CMean

25 -Min.

20

15

10

5

0 g

0

R C E I R C E I R C E I R C E T R C E T R C E T

45

_ 40 -Max. o 35 0 0 High Severity

30 CMean

25 -Min.

20

15

10

5 0 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

45

40 -Max. Total - 0 0 35 0 CMean 0 EI 30

25 -Min.

.s 20

.~ 15

10

5 0 0 C

0

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 194. Joint Seal Damage of Transverse Joints (No.) -PCC Pavements, PASCO!

PADIAS: Reference, Consensus, Experts, Individuals, & Teams.

194
160

140 -Max. Low Severity g 120 CMean

a.l 100 -Min. "0

S 80

A f .~ 60

eu 40

20

0 0 2 0 0

R C E I R C E I R C E I R C E T R C E T R C E T

160

140 -Max. .- Moderate Severity ! 120 C Mean

a.l 100 "0 -Min.

S 80

.~ 60

eu 40

20 A.

0

R C E I R C E I R C E I R C E T R C E T R C E T

160

140 -Max.

g 120 CMean High Severity

a.l 100 -Min. "0

= 80 ! 60 'po

eu 40

20 [~ 0 - - - - '" - - - - - - - - - ... ..... .....

R C E I R C E I R C E I R C E T R C E T R C E T

180

160 'po -Max. Total g 140 C Mean 120

100 [~ .. -Min.

S -po

.~ 80 A.

eu 60

40 ••

20 [~ [] 0 1:1 ... 0 1:1 _ 0 0 A - A '" ...... 0 A - ..... .....

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 195. Spalling of Longitudinal Joints (meters) - PCC Pavements, PASCO/PADlAS:

Reference, Consensus, Experts, Individuals, & Teams.

195
-Min.

1

- Max. Low Severity

[]Mean

35 ---------------------------------

ci 30 I ~25 I

20 T

15 I ~1015 .

o O+-""'---+-J.~I!t+.a_t-~+__+__/__+___+-f_&+_8_f_loI_+___HD_+___t---~+__+CH___l!H_~_8_I__+___""'_+_l.H_I~8_I

R eEl R eEl R eEl R C E T R C E T R C E T

35 -,------------------------------------,

Moderate Severity

-Max.

[]Mean

-Min.

R C E T R C E T R C E T

E T

High Severity

R C E T R C

-Max.

[]Mean

-Min.

R eEl R C E T

~~H QJ 20 1

'g L

I

4

:= 15

t=l)1O =

• rfl-llliilf-JIHlglI-+-l-+---+1-+---t-f----+--'O~~W+~-f_O_~-!-'[!j~W-t--+-O-~+__III_+8+___+___P''"'__t_''C=_H8_I R eEl R eEl

35

--:-- 30

25

20

.a 15 .~

10

5

o

.~ -Max. Total

CMean

-Min.

[]

0 1i. o An'" n 1i. g C r"I _ 0 1i. C - ... ........ co

R eEl R eEl R eEl R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 196. Spalling of Transverse Joints (No.) - pee Pavements~ PASeO/PADIAS:

Reference, eonsensus~ Experts, Individuals~ & Teams.

196
25

-Max.

- 20 CMean Low Severity !

15 -Min.

S

.~ 10

::?J 5

A jj 0

R C E I R C E I R C E I R C E T R C E T R C E T

25

! 20 -Max. Moderate Severity CMean

15 -Min. '0

=

i 10

t:'= .. ::?J 5

A ... IJ

0 0 - It. ... _ 0 A n I::! - ... "" - It. ... ...

R C E I R C E I R C E I R C E T R C E T R C E T

25

- 20 -Max. High Severity ! CMean

15 -Min.

=

i 10

::?J 5

2 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

25

-Max. Total g20 CMean

15 -Min.

S

'~1O

::?J 5 A A

0 0 0 g 0 A 0

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 197. Spalling of Transverse Joints (Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

197
....- 500

§. 400 -Max.

00. Total []Mean --Q) 300 0

"0 -Min 0

= 0 0

;t:: 200

0

61J 100

a

R c E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 198. Polished Aggregate (Sq. Meters) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

3.0

"":'

0 2.5 -Max Total

2.0 0 []Mean

"0 1.5 T -Min

....

.e

1.0 I

= 1 Cll

0.5

0.0

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 199. Popouts (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

198
-Max.

CMean High Severity

-Min.

0

A 1

R C E I R C E I R C E T R C E T R C E T

R C E T

R C E T

A g

o

R C E T

Moderate Severity

R C E T

-Max.

CMean

-Min.

- Max. Low Severity

CMean

-Min.

R C E T

R C E T

R eEl

R eEl

-Max. Total

CMean

-Min.

0

A

R C E I R C E I R C E T R C E T R C E T

2 3 4 5 6

R eEl

R eEl

18

.-16

14

12

~1O

.a 8 .! 6

4

2

0

R C E I

18

16 .-

~14

~12

~1O

.a 8 .! 6

4

2

0

R C E I

18

.-16

14

~12

~1O

.a 8 .! 6

4

2

0

R C E I

18

16 .-

014

~12

~1O i:

4

2

0

R C E I

Section 1

Figure 200. Patch/Patch Deterioration Flexible (No.) - pce Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

199
7

i 6 -Max. Low Severity

00 5 CMean '-'

4 -Min.

.e 3 .! 2

eu 0

1 A iii

0

R C E I R C E I R C E I R C E T R C E T R C E T

7

- 6 -Max. §. 5 CMean

Moderate Severity

00

'-'

4 -Min.

= 3

i 2

1

is

0

0

R C E I R C E I R C E I R C E T R C E T R C E T

7

i 6 -Max.

5 CMean High Severity

00

'-'

4 -Min.

= 3

i 2

1 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

,. -Max. Total

CMean 'I"

'I" -Min.

[] 0 I]

'I"

I] AI .. 0 .. .... .... "" "" .... .... 0 .. .... .... "" .. .... .... - - - - - R eEl R eEl R eEl R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 201. Patch/Patch Deterioration Flexible (Sq. Meters) - PCC Pavements, PASCO/

PADIAS: Reference, Consensus, Experts, Individuals, & Teams,

200
10

- -Max. 8 Low Severity

CMean

<IJ 6 -Min. "CI

.a 4 .~ 0 A

::g 2

A B

0

R C E I R C E I R C E I R C E T R C E T R C E T

10

"":' 8 -Max. Moderate Severity CMean

<IJ 6 -Min.

"CI

.a A •• • 4

0 .. I] ::g 2

[] 0

0 - .. - - - - 0 - - - - - - ... ... - ............ R C E I R C E I R C E I R C E T R C E T R C E T

High Severity

10

"":'

0 8

6

.a

.~ 4

::g 2

0

0

R C E I

10

-0 8

o A

6

.a.... 4

Q

::g 2

0

R C E I

Section 1

R eEl

R eEl

2

R eEl

o A B

R eEl

3

-Max.

CMean

-Min.

R C E T

-Max.

CMean

-Min.

o

R C E T

4

R C E T

Total

R C E T

5

R C E T

R C E T

6

Figure 202. Patch/Patch Deterioration Rigid (No.) - PCC Pavements, PASCO/PADIAS:

Reference, Consensus, Experts, Individuals, & Teams.

201
140

- 120 -Max. Low Severity §.

00 100 CMean

-- 80 -Min.

.a 60 .~ 40 o A

eu

20

0 A EI

R C E I R C E I R C E I R C E T R C E T R C E T

140

- 120 -Max.

100 CMean

Moderate Severity

00

-- -Min. 80 "0 A

.a 60 0 .~ 40 eu

20

0 0

R C E I R C E I R C E I R C E T R C E T R C E T

140

i 120 -Max.

100 CMean High Severity

00

-- -Min. 80

.a 60 .~ 40 eu

20 0

0

R C E I R C E I R C E I R C E T R C E T R C E T

140

- 120 -Max. Total o A CMean

100 00 -Min. -- 80

.a 60 .~ 40 eu

20

0 0 A EI

R C E I R C E I R C E I R C E T R C E T R C E T

Section 1 2 3 4 5 6

Figure 203. Patch/Patch Deterioration Rigid (Sq. Meters) - PCC Pavements, PASCO/

PADIAS: Reference, Consensus, Experts, Individuals, & Teams.

202
80

Low Severity

00 60

40 • y = 0.5473x RMSE

- 20

!

00

•

y 0.372x STDEV

o .1 .... ....

0 10 20 30 40 50 60 70

Mean

80

60 Moderate Severity

40

•

y = 1.0627x RMSE

20

00

---- y = 0.7914x STDEVo _ - 0 10 20 30 40 50 60 70

Mean

80

ffigh Severity 00 60

40

y = 7.5646x RMSE

20 Y = 1.7321x STDEV

00 II 0

0 10 20 30 40 50 60 70

Mean

80

Total •

00 60

40 • ;.. y = 0.3567x STDEV

20

00

0

0 10 20 30 40 50 60 70

Mean

Figure 204. Fatigue Cracking (Sq. Meters) - AC Pavements, Expert Raters,

PASCO Method: Standard DeviationlRMSE Vs. Mean.

203
160

140 Low Severity 00 120

100 Y= 0.2603x RMSE

80

60 -- 40 • Y 0.0948x STDEV

00 20 .~ 0 .... •

0 50 100 150 200 250 300 350 400

Mean

160

~140 Moderate Severity 00 120

~100 > 80 y = 0.7974x RMSE

60

40 y = 0.3963x STDEV

00 20

0

0 50 100 150 200 250 300 350 400

Mean

160

140 ffigh Severity 00 120

~100 > 80 y = 5.565x RMSE 60

40

00 20 y = 0.6696x STDEV

0

0 50 100 150 200 250 300 350 400

Mean

180

00140

~160 Total •

120 y = 0.2564x RMSE 100

> 80 - 60 y 0.1443x STDEV

40

00 20

•

I • ... 0 •

0 50 100 150 200 250 300 350 400

Mean

Figure 205. Longitudinal Cracking NWP (Meters) - AC Pavements, Experts, PASCO Method:

Standard Deviation/RMSE Vs. Mean.

204
80 Low Severity

60 _ y

• = 1.0729x RMSE

40 - - •

• - y 0.6424x STDEV

20 .-.--

rLJ. •

0 •

0 lO 20 30 40 50 60 70

Mean

80

rLJ. 60 Moderate Severity

40

y = 1.0162x RMSE

20

rLJ. - y = 0.6178x STDEV

0

0 lO 20 30 40 50 60 70

Mean

80

rLJ. ffigh Severity 60

40

20 y = lO.069x RMSE

rLJ. •

Y= 1.7321x STDEV

0

0 10 20 30 40 50 60 70

Mean

80 •

rLJ. Total 60

40

20 Y= 0.5453x STDEV rLJ. ... 0

0 10 20 30 40 50 60 70

Mean

Figure 206. Longitudinal Cracking WP (Meters) - AC Pavements, Experts, PASCO Method:

Standard DeviationlRMSE Vs. Mean.

205
50

00. 40 Low Severity

30 • : y = 0.3493x RMSE

;, 20

•

• y = 0.2394x STDEV

, • 10 •

00.

•

td' 0

0 20 40 60 80 100 120

Mean

50

40 Moderate Severity

g30 y = 0.582x RMSE

20

10 y = 0.3909x STDEV

00.

0

0 20 40 60 80 100 120

Mean

50

40 ffigh Severity

g30

20

L. y = 1.4385x RMSE

10

00. y = 0.4211x STDEV

0 - 0 20 40 60 80 100 120

Mean

50

40

Total

g30

y = 0.2957x RMSE

• : .~ 20 • ~1O .. • ... 00. • I y O.1605x STDEV

0

0 20 40 60 80 100 120

Mean

Figure 207. Transverse Cracking (No.) - AC Pavements, Experts, PASCO Method:

Standard DeviationlRMSE Vs. Mean.

206
80

00 60 Low Severity y = 0.4398x RMSE

40 y = 0.3385x STDEV

;,

20

00

0

0 50 100 150 200 250

Mean

80

00 60 Moderate Severity

y = 0.6188x RMSE

40

20 A y = 0.199x STDEV

00

0

0 50 100 150 200 250

Mean

80

00 60 High Severity

40 • y = 1.2141x RMSE ;,

20

00 y = O.3922x SIDEV

0

0 50 100 150 200 250

Mean

80

•

00 60 y = 0.3544x RMSE

Total

40 y = 0.2485x STDEV

20

00

0

0 50 100 150 200 250

Mean

Figure 208. Transverse Cracking (Meters) - AC Pavements, Experts, PASCO Method:

Standard DeviationlRMSE Vs. Mean.

207
120 Low Severity

100

80

60 Y = 2.5232x RMSE

40 • y = 1.4146x STDEV E-t

\I.l 20

0

0 5 10 15 20 25 30 35 40

Mean

120

~100 Moderate Severity

80

;> 60

• y = 4.6134x RMSE

40

20 y = 1.2194x STDEV

0

0 5 10 15 20 25 30 35 40

Mean

120

~100 High Severity

80

;> 60

y = 13.52x RMSE

40

\I.l 20 y = 2.2361x STDEV

0 •-

0 5 10 15 20 25 30 35 40

Mean

120

Total •

100

80 y = 3.0434x RMSE

;> 60

£.

40 • • y = 1.2616x STDEV \I.l 20

0

£.

0 5 10 15 20 25 30 35 40

Mean

Figure 209. Fatigue Cracking (Sq. Meters) - AC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

208
80 100 120 140

y = 1.09x RMSE

y = 0.5821x STDEV

60

Low Severity

20 40

120 -,------------------------------------,

100

80

:'<#.J. 20

o +-__------.IIrll<----_A__-----+--- --+- -+-- +-- t---__---I

o

Mean

80 100 120 140

Moderate Severity

y = 1.1017x RMSE

40 60

•

20

120 -,--------------------------------------,

100

80

>60

40

2~ ~~~:::j==--~y:_==~O~.7:6:31~X~S:T~D:E~V--__+----+_---_+---_J o

Mean

80 100 120 140

y = 1.1181x STDEV

High Severity

y = 1.3403x RMSE

20 40 60

120 -,---------------------------------___,

~100

80

-- 60 >

40

20

o.....~~--+----+------1------+-----+----+-------j

o

Mean

y = 0.9466x RMSE

y = 0.3242x STDEV

...

60 80 100 120 140

Total

•

20 40

120 -,--------------------------------:.=-----------,

~100

80

>60

40

20 ... 0+------.----+-------+------1-------+------1----------1

o

Mean

Figure 210. Longitudinal Cracking WP (Meters) - AC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

209
250

y = 0.6534x RMSE

100 150 200

Low Severity

50

L

.....................===:::::=:::::=:::::=2~ y = 0.5824x STDEV

.... 0+-------+-------1-------+------+----------1

o

200 --,-------------------------------------,

150

-100

50

00.

Mean

100 150 200 250

Moderate Severity

50

y = 0.89212x RMSE

y = 0.4752x STDEV

0+-==-------='----+--------+------1--------+-------1

o

200 -,------------------------------------,

~150

~100

50

00

Mean

150 200 250

Mean

100

High Severity

50

y = 2.6633x RMSE

y = 0.9266x STDEV

200 -,------------------------------------,

~150

~100

~501~

o ~==-----_+_-----__+------I__------_t_-----_I

o

150 200 250

Total

50 100 Mean

Figure 211. Longitudinal Cracking NWP (Meters) - AC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

........

r.

O+-------+-----==-------+------j---------+-------I

o

200 --,----------------------------------,

~150

-100

50

00

)

210
y = 0.202x STDEV ..

-

Low Severity

40 ,-------------------------------------,

~30

,

-20

~1O rJJ.

60 80 100 120

Mean

20 40

o +------+-----+------t------+-----~--_+_----______i

o

60 80 100 120

Mean

y = 0.3425x RMSE

40

Moderate Severity

20

40,-----------------------------------------,

~O

~O

~1O

rJJ. 0 t~~~::::=:::=:__~y~=~0~.2~27:0:X~ST~D~E~V~--+__----_+----J

o

60 80 100 120

Mean

ffigh Severity

40

y = 0.6634x RMSE

y = 0.6385x STDEV

20

0F'-----~-----+--------+------+------+--------------1

o

40,----------------------------------------,

~30

,

-20

~1O rJJ.

y = 0.122x STDEV 1

Total •

40 ,-----------------------------------,

30

~20

~1O rJJ.

20 40 60 80 100 120

Mean

Figure 212. Transverse Cracking (No.) - AC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

0+------+-----+------+---------1------+---------"1

o

211
212
30

25 •

20 y = 1.3697x RMSE

15

10 y = 0.7205x STDEV

00 5

0

0 5 10 15 20 25 30

Mean

30

25 Moderate Severity

00

20

:> 15 y = 1. 1662x RMSE

10

00 5 Y = 0.9279x STDEV

0

0 5 10 15 20 25 30

Mean

30

25 High Severity

20

:> 15

y = 1.7321x RMSE

10

00 5 Y = 1.4142x STDEV

0

0 5 10 15 20 25 30

Mean

30

25 • Total 00 y = 0.7077x RMSE

~20

:> 15 - 10 •

A 00 5 I y 0.2896x STDEV

0

0 5 10 15 20 25 30

Mean

Figure 214. Fatigue Cracking (Sq. Meters) - AC Pavements, Teams:

Standard DeviationlRMSE Vs. Mean.

213
200 250

y = 0.6159x RMSE

Y = 0.4552x STDEV

100 150

Low Severity

50

140 -,----------------------------------,

120

':

40

00. 20O+---------t-------+------_t_-----_+_------j

o

Mean

100 150 200 250

Mean

Moderate Severity

y = 1. 1662x RMSE

50

140 -,------------------------------------,

120

00. 100 g80

60

40 y = 0.379x STDEV

00. 2~ ~~~~:::::::==--~_+_----~---__+-----___f-----J o

100 150 200 250

ffigh Severity

50

y = 3.5459x RMSE

y = 1.03x STDEV

140 -,--------------------------------,

120

00. 100

80

60

40

00. 20

O~-----_t_-----_t_-----__+------I__----____j

o

Mean

200 250

;.

y = 0.2896x STDEV

150

Total

100

-

•

50

140 -,----------------------------------,

120

00. 100

80

60

40

00. 20

O+------_t_----"'-----_t_-----__+--------jr----------{

o

Mean

Figure 215. Longitudinal Cracking NWP (Meters) - AC Pavements, Teams:

Standard DeviationlRMSE Vs. Mean.

214
100

80 Low Severity

00.

60

y = 0.918x RMSE

40

y = 0.2469x STDEV

20

00.

0

0 10 20 30 40 50 60 70 80 90

Mean

100

80 Moderate Severity 00.

60

40 y = 1.2729x RMS

20 00. y = 0.787x STDEV

0

0 10 20 30 40 50 60 70 80 90

Mean

100

80 High Severity 00.

60

> 40

Y= 1.7321x RMSE

20

00. Y= 1.4142x STDEV

0

0 10 20 30 40 50 60 70 80 90

Mean

100

80 Total 00.

60

y = 0.918x RMSE

40

20 00. Y= 0.2619x STDEV

0

0 10 20 30 40 50 60 70 80 90

Mean

Figure 216. Longitudinal Cracking WP (Meters) - AC Pavements, Teams:

Standard DeviationlRMSE Vs. Mean.

215
70

60 Low Severity 00. 50

40

30

20

00. 10 Y= 0.2805x STDEV

0

0 10 20 30 40 50 60 70 80 90 100

Mean

70 Moderate Severity 60

00. 50 I

40

30

20 y = 0.7249x RMSE

00. 10 • --""""'" y 0.4298x STDEY

0 - 0 10 20 30 40 50 60 70 80 90 100

Mean

70

60 ffigh Severity

00. 50

40

30 y = 1.4491x RMSE

20

00. 10 ..... y = 1.2083x STDEY

0

0 10 20 30 40 50 60 70 80 90 100

Mean

70

60 Total 00. 50

40

30

y = 0.2896x STDEY

20

00. 10

0

0 20 40 60 80 100 120

Mean

Figure 217. Transverse Cracking (No.) - AC Pavements, Teams:

Standard Deviation/RMSE Vs. Mean.

216
40

00

Low Severity •

30

20 -

JJ..

10 y = 0.2566x STDEV

00 [* 0

0 10 20 30 40 50 60 70 80

Mean

40

Moderate Severity 00 30 g20 y = 0.6399x RMSE

10 y = 0.5083x STDEV

00

0

0 10 20 30 40 50 60 70 80

Mean

40

High Severity

00 30

20 Y= 1.3394x RMSE

10 :/ 00 y = 1.3145x STDEV

0

0 10 20 30 40 50 60 70 80

Mean

40

Total 00 30

20 y = 0.7077x RMSE

g: 10

Y= 0.2896x STDEV .~

00 •

0

0 10 20 30 40 50 60 70 80 90

Mean

Figure 218. Transverse Cracking (Meters) - AC Pavements, Teams:

Standard DeviationlRMSE Vs. Mean.

217
12

00. Low Severity g 8

> - y = O.5261x RMSE

S4 • • -... y 0.4224x STDEV

00.

0

0 2 4 6 8 10 12 14 16 18 20

Mean

12

00. Moderate Severity

8

y = 0.7363x RMSE

4

y = 0.4573x STDEV

00.

0

0 5 10 15 20

Mean

12

00. ffigh Severity 8

i y = 2.0444x RMSE

4

y = 1.7321x STDEV

00.

0

0 5 10 15 20

Mean

12

Y = 0.4646x RMSE

00. Total

8

•

- 4

y 0.3365x STDEV

00. I. : 0

0 5 10 15 20

Mean

Figure 219. Corner Breaks (No.) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationlRMSE Vs. Mean.

218
25

00 20 • Low Severity

15 .. Y = 0.7471x RMSE

~1O y 0.6808x STDEV

5

00 '- • ,

0

0 5 10 15 20 25 30 35

Mean

25

00 20 Moderate Severity g15

10 y = 0.6771x RMSE

5 y = 0.3693x STDEV 00

0

0 5 10 15 20 25 30 35

Mean

25

00 20 High Severity

15

10 y = 2.5074x RMSE

5 Y = 1.7321x STDEV

00

0

0 5 10 15 20 25 30 35

Mean

25

~20 Total • y = 0.5367x RMSE

15 • -- ~1O y 0.4482x STDEV

5

•

00 A 1- ! 0

0 5 10 15 20 25 30 35

Mean

Figure 220. Longitudinal Cracking (Meters) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationlRMSE Vs. Mean.

219
35

30 00. Low Severity 25

20

;,

•

y = O.0783x RMSE 15 • - 10 • ~, • y O.0318x STDEV

00. 5 • •

0

0 50 100 150 200 250

Mean

35

00. 30 Moderate Severity

g25 y = 1.7104x RMSE

20

;, 15 y = 0.6333x STDEV

10

00. 5

0

0 50 100 150 200 250

Mean

35

00. 30 ffigh Severity

g25

20 Y = 0.6176x RMSE ;, 15

10 y = 0.5784x STDEV

00. 5

0

0 50 100 150 200 250

Mean

35

00. 30 Total

g25

20

15

10

5 Y = 0.0642x STDEV

00

0

0 50 100 150 200 250

Mean

Figure 221. Transverse Cracking (No.) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationlRMSE Vs. Mean.

220
150

Low Severity y = 0.1394x RMSE 00

100

•• 50 Y= 0.105x STDEV

00 ••

0

0 100 200 300 400 500 600 700 800 900

Mean

150

Moderate Severity 00 •

100

i y = 1.5103x RMSE

50 Y= 0.6126x STDEV

00 0

0 100 200 300 400 500 600 700 800 900

Mean

150

High Severity 00

100

y = 0.6263x RMSE

50 Y= 0.5916x STDEV

00 Ol~

0 100 200 300 400 500 600 700 800 900

Mean

150

Total 00

100 Y= 0.1126x RMSE

-.

50 - • ... t y 0.0797x STDEV

00 L 0

0 100 200 300 400 500 600 700 800 900

Mean

Figure 222. Transverse Cracking (Meters) - PCC Pavements, Expert Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

221
120

y = 1.0167x RMSE

Low Severity

40 60 80 100

Mean

20

120 ~------------------------------------,

F;3100 g 80

:~

2~ t.1IIIIII!~;;;;~;;~::::::=====:~~Y~=~0~.~37~1~2X~S~T~D~E~V_-+ J

o

80 100 120

y = 1.5491x RMSE

y = 1.1807x STDEV

40 60

Mean

Moderate Severity

20

120 ~------------------------------------,

F;3100

g80

> 60

40

00 20

o L.~--

o

80 100 120

120 ~---------------------------------,

F;3 100 ffigh Severity

g80

> 60 y = 2.0094x RMSE

40

20 y = 1.7262x STDEV

00 l...a 0~!!!!..-----+-----l-------+------+-----1---------1

o W

Mean

100 120

y = 1.0525x RMSE

y = 0.4029x STDEV

80

Total

20 40 60

Mean

Figure 223. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Expert Raters;

PASCO Method: Standard Deviation/RMSE Vs. Mean.

120 -,--------------------------------------,

F;3100

g80

> 60

40

20 00

O....~~~+==---_+_---__+_---__t----+__--~

o

222
4

Low Severity 00-

g2

Y = 1.2703x RMSE

g: Y = O.7674x S TDEV

00-

0

0 1 2 3 4 5

Mean

4

Moderate Severity 00-

g2 y = 1.2665x RMSE

g: ..&:4 y = O.9214x S TDEV

00-

0

0 1 2 3 4 5

Mean

4

High Severity 00-

g2 • y = O.8774x RMSE ;;, J-: :::::: y = O.7106x S TDEV g: • •

00- .... 0 I

0 1 2 3 4 5

Mean

4

00- Total

g • y = O.6835x RMSE • : ;;, 2

•

.. • O.345x S TDEV

J:z Y

00-

== 0

• •

0 1 2 3 4 5

Mean

Figure 224. Spalling of Transverse Joints (No.) - PCC Pavements, Expert Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

223
8

00. Low Severity 6

g 4

Y = 1.3618x RMSE

2

00. .--. y = O.7869x STDEV

o ....

0 2 4 6 8

Mean

8

00. Moderate Severity 6

4

y = 1.2869x RMSE

Q 2 .-2 = O.8887x STDEV

00.

0

0 2 4 6 8

Mean

8,-----------------------------------,

6 8

•

4

Mean

High Severity

2

6

y = 1.0852x RMSE

l..,Iooo....::::::::::::::::===~=~~~y~=~o~. 7~41~1~X ~S~T:D:EV~~~ ~J o

8

y = O.8962x RMSE

6

y = O.5107x STDEV

Total

2 4

Mean

Figure 225. Spalling of Transverse Joints (Meters) - PCC Pavements, Expert Raters,

PASCO Method: Standard DeviationlRMSE Vs. Mean.

8,------------------------------------,

00. 6

g4

~200.

O+--~=------+----------t--------+------------1

o

224
4 Low Severity

00

y = 1.2185x RMSE

2

y = O.693x STDEV

00

0

0 2 4 6 8 10

Mean

4

Moderate Severity

00

- 2 ;,

Q

y = O.5110x STDEV

00

0

0 2 4 6 8 10

Mean

4

High Severity

00

y = 2.4495x RMSE

- 2

y = 2.2361x STDEV

00

0

0 2 4 6 8 10

Mean

4

Total

00

y = O.4074x RMSE

;;; 2

..

00 y = O.1497x STDEV

0

0 2 4 6 8 10

Mean

Figure 226. Corner Breaks (No.) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

225
20 25 30

y 1.9877x STDEV

•

y - 2. 1252x RMSE

10 15

Mean

5

60 --,-------------=--=---;-:---------------11--------,

Low Severity

50

40

- 30

~20 00 10 --- o+------F-.-----'f--------t-----+-----+------1

o

20 25 30

y = 2.0656x RMSE

10 15

Mean

5

60 --,-------------------------------------,

Moderate Severity 50

40

- 30

20

00 10

o JI-'!"'!":::=------+------+-----+-----t-------+--------J

o

20 25 30

High Severity

10 15

Mean

5

y = 2.3024x RMSE

y = 2.0694x STDEV

60 --,-----------------------------------,

50

g40

;, 30

20

lOt A

o r".-I------I-----+-------+------+-------+----------1

o

5 10 15 20 25 30

Mean

Figure 227. Longitudinal Cracking (Meters) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

60 -,------------------------------1.---------,

50 Total Y = 1.8531x RMSE

00 _~

g~ r.

;, 30 Y = 1.9539x STDEV

20

10

0+--------+--------+------1-----+-------+--------1

o

226
50 100 150 200 250

40 ,--~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~_

30 Low Severity

: • y O.091X---:RMSE

00 0 IJ.,_~...........=:=:::::::::::::::::::=:=:====Y~~0~.0~6~39;X~S~TD~E:V~ _

o

Mean

Moderate Severity

Y = 2.6813x RMSE

Y = 1.0314x STDEV

40 ,-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~---;

30

20

E-4 10

00

50 100 150 200 250

0-r-~~~~~-+~~~~~~+-----~~~~~-+-~~~~~---t~~~~~--1

o

Mean

40 ,-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~----,

High Severity

Y = 1.3563x RMSE

Y = 1.2464x STDEV 101/

o __~~~~~-+~~~~~~+-~~~~~-+~~~~~~+----~~~~~--1

30

- 20

00

o 50 100 150 200 250

Mean

40 ,-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-

200 250

Y = 0.1437x RMSE

100 150

Total

50

30

20

1: ll:::=;;;;:;;i~;~~;::::=:::=====:===Y ===0=.=04=3=9X:S_T_D_E_V~~~J o

Mean

Figure 228. Transverse Cracking (No.) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

227
150 ,-----------------------------------,

600 700 800

y = 0.1124x RMSE

400 500

Mean

Low Severity

100 200 300

-

50j~· o

I. ~::::::~-- y O.1021x STDEV ~J o

Moderate Severity

y = 2.7129x RMSE

y = 1.001x STDEV

150 ,-----------------------------------

100

50

00

400 500 600 700 800

Mean

100 200 300

O+----+----+----+----+-----I-----I-----I-------j

o

150 ,---------------------------------~

50

O!iJ

o

y = 1.4185x RMSE

y = 1.229x STDEV

100 200

High Severity

300 400

Mean

500 600 700 800

150 ,-----------------------------------

700 800

y = 0.1746x RMSE

500 600

Total

100 200 300 400

Mean

Figure 229. Transverse Cracking (Meters) - pcc Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

100

-

501~"""::::::;:::::::::::====:=:=:=====~::~:~~-J '01-' y = 0.0872x STDEV

o

o

228
60

00 50 Low Severity 40

Y = 1.5262x RMSE

- 30

20 y 1.3931x STDEV

10 • 00 •

0

0 5 10 15 20 25 30 35

Mean

60

50 Moderate Severity 00

40

> 30

20 Y = 1.8876x RMSE

10 - .----

00 y= 1.6007x STDEV

0 .......

0 5 10 15 20 25 30 35

Mean

60

50 High Severity

00

40

- 30 Y = 2.4418x RMSE

20

10 Y = 2.2268x STDEV

00

0

0 5 10 15 20 25 30 35

Mean

60

50 Total

y = 1.353x RMSE

00

40 !

- 30 .. > y = 1.5682x STDEV

20

00 10 •

0

0 5 10 15 20 25 30 35

Mean

Figure 230. Spalling of Longitudinal Joints (Meters) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

229
15

Low Severity

00 y = 1.9182x RMSE

10

>-- 5 ,777'STDEV

Eo-<

00 ........... 0

0 2 4 6 8

Mean

15

Moderate Severity

00

10 Y = 1.6202x RMSE

--;,

y = 1.6008x STDEV 5

Eo-<

00 --a

0

0 2 4 6 8

Mean

15

High Severity

00

10

;,-- 5 y = 2.481lx RMSE

Eo-<

00 y = 1.5786x STDEV

0 ...

0 2 4 6 8

Mean

15

Total

00

] y = 1.817x RMSE --;,

y = 1.6493x STDEV

Eo-<

00 o I •

0 2 4 6 8

Mean

Figure 231. Spalling of Transverse Joints (No.) - PCC Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

230
10

Low Severity

00 8

6 Y = 1.4746x RMSE -

> 4 Y = 1.2125x STDEV

E-l 2

00

0 •

0 2 4 6 8

Mean

10-

Moderate Severity

00 8

6

- 4 Y = 1.4132x RMSE

E-l 2 Y = 1.3432x STDEV

00

0

0 2 4 6 8

Mean

10

High Severity

00 8

6

-

> 4 Y = 1.8884x RMSE

E-l 2 Y = 1.449x STDEV

00 I.~ 0 ,-

0 2 4 6 8

Mean

y = 1.4105x RMSE

y = 1.1982x STDEV

•

10-,------------------------------------

8

6

- 4

E-l 2 00

2 6 8

o +------!""~-----_+__-------_+-------___1--------__I

o 4

Mean

Figure 232. Spalling of Transverse Joints (Meters) - pee Pavements, Individual Raters,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

231

25

20 Low Severity

15

--

~1O •

y = 0.2884x RMSE

Q

5

• y 0.2670x STDEV

0

0 5 10 15 20 25

Mean

25

~20 Moderate Severity

~15 y = 2.0956x RMSE --

~1O Q

E-t5

CI.:l Y = 0.1761x STDEV

0

0 5 10 15 20 25

Mean

25

20 High Severity CI.:l

15

-- 10

E-t 5 CI.:l

0 •

0 5 10 15 20 25

Mean

25

00 20 Total y = 0.7545x RMSE

15 .-.

--;,

•

Q

10 .--- E-t 5 - y = 0.1596x STDEV

CI.:l .....

0 • - 0 5 10 15 20 25

Mean

Figure 234. Longitudinal Cracking (Meters) - PCC Pavements, Teanl Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

233
25

00 20 Low Severity = 0.8803x STDEV

15

-;;..

~. 10

y = 0.4147x STDEV

E-i 5

00

0

0 5 10 15 20 25 30 35

Mean

25

20 Moderate Severity 00

15

10 • y = 1.6564x RMSE

E-i 5 y = 0.4035x STDEV 00

0

0 5 10 15 20 25 30 35

Mean

25

20 High Severity 00

15

- 10 Y = 0.4702x RMSE

E-i 5

00 y = 0.3397x STDEV ...... 1- 0

0 5 10 15 20 25 30 35

Mean

25

20 Total 00

15 y = 0.2767x RMSE

10 --..&

E-i 5 • • y 0.3796x STDEV 00

0 ....

0 5 10 15 20 25 30 35

Mean

Figure 235. Transverse Cracking (No.) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

234
70

60 Low Severity 00

50 y = 0.8819x RMSE

40

> 30

20 Y = 0.3525x STDEV

00 10

0

0 20 40 60 80 100

Mean

70

60

Moderate Severity 50

40 - 30 • Y = 1.5757x RMSE

20

00 10 y = 0.3954x STDEV

0

0 20 40 60 80 100

Mean

70

60 High Severity 00

50

40 - 30 Y = 0.4469x RMSE

20

Y = 0.3529x STDEV 10 -- 00 o.

0

0 20 40 60 80 100

Mean

70

60 Total 00 50

40

- Y = 0.2528x RMSE > 30

20 -- 00 10 0.2129x STDEV • • y

0 ...

0 20 40 60 80 100

Mean

Figure 236. Transverse Cracking (Meters) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

235

3

F;] Low Severity 2

- 1 Y = 1.7321x RMSE

Q y = 1.4142x STDEV

00

0

0 1 2 3

Mean

3~--------------------------------,

1 2 3

Mean

Moderate Severity

y = 2.4495x RMSE

y = 1.4142x STDEV

0.=-----------+------------+----------------1

o

3

High Severity 00

2

-;;> Y = 1.291x RMSE

1

Y = 0.8165x STDEV 00

0

0 1 2 3

Mean

Total

Mean

Spalling of Transverse Joints (No.) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

3

00

2

- 1

00

0

0

Figure 238.

1

y = 0.4899x RMSE

..

..... y 0.2828x STDEV

2 3

237
6

Low Severity 00

4

- 2 Y = 1.2544x RMSE

Q

y = O.7559x STDEV 00 o .1

0 2 4 6

Mean

6

Moderate Severity 00

4

-

> y = O.8755x RMSE

2 Q

y = O.5679x STDEV

00 - __.. 0

0 2 4 6

Mean

6

High Severity 00

4

- Y = 1.0745x RMSE >

2 Q y = O.6397x STDEV

00

0

0 2 4 6

Mean

6-,---------------------------------------,

4 6

~-...-- y = O.8903x RMSE

Total

2

:::::::::::::::::==-_------~~ y = O.5082x STDEV

t O+----=--------+----------+-------~-----j

o

Mean

Figure 239. Spalling of Transverse Joints (Meters) - PCC Pavements, Team Surveys,

PASCO Method: Standard Deviation/RMSE Vs. Mean.

238
Low Severity Moderate Severity

• /

/

/

• /

y

/

/

/

V

V

10 20 30 40 50

Magnitude (Ver. 4.x)

o

o

50

10 20 30 40 50

Magnitude (Ver. 4.x)

o

o

50

/

1/

/

/

/

/

/ •

1/

.1/

Y

50

Total

10 20 30 40

Magnitude (Ver. 4.x)

o

o

50

50

High Severity

10 20 30 40

Magnitude (Ver. 4.x)

o

o

50

Figure 240. Comparison of PADIAS vl.x and v4.x - AC Pavements,

Fatigue Cracking (Sq. Meters).

239
Low Severity

800 -r----...,.....---,...-----r---~

Moderate Severity

800 -r-----,------,----,....---~

•

'ij 600 -1----1-----1-----.11''-------1

'1""'4

..

400

.e

;200 +-----F-----+----+-----J

.600+-----+------!-----.II''------I

'1""'4

g

aJ 400 +-----+-----,1£----+-.---1

]

.~

200 +----if---....--+----+----J

200 400 600 800

Magnitude (Ver. 4.x)

o...---l----+---+----l

200 400 600 800 o

Magnitude (Ver. 4.x)

O....---4~_+_--_+--_+--___!

o

200 400 600 800

Magnitude (Ver. 4.x)

o ,~-._-+-----+---+---__l

o

Total

800 -r------r------,.---~---f_'

200 400 600 800

Magnitude (Ver. 4.x)

High Severity

O....---+----+---I---~

o

800 -r-----,-----r'---~-~

'ij 600 'ij600

'1""'4 '1""'4

g

aJ 400 aJ400 •

"Cl "Cl

.e .e .~ .~

coo coo •

::a 200 ::a 200

Figure 241. Comparison of PADlAS v1.x and v4.x - AC Pavements,

Longitudinal Cracking (Meters).

240
V

1/

[7

V

500

Moderate Severity

100 200 300 400

Magnitude (Ver. 4.x)

o

100 200 300 400 500 o

Magnitude (Ver. 4.x)

O..-;...- I----+---!---+-----4

o

Low Severity

500 500

~400 400

~300 ~300 "'"

Q,l • i 200

.a.! 200

100 • 100

500

Total

1/

/

1/ •

[7•

•

V

100

500

400

t 300

e-

.gi 200

o

100 200 300 400 500 0 100 200 300 400

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

Figure 242. Comparison of PADIAS vl.x and v4.x - AC Pavements,

Transverse Cracking (Meters).

1/

/

1/

/

oV

o

High Severity

500

400

300

i 200

100

241
Low Severity Moderate Severity

50 100 150 200 250

Magnitude (Ver. 4.x)

/

V

V

V

,/

o ,

o

50

250

200

50 100 150 200 250

Magnitude (Ver. 4.x)

/

V

V •

V •

•

0

250

50

a

a

200

t 150

]

'! 100

250

Total

50 100 150 200

Magnitude (Ver. 4.x)

v

V

V •

•

Vi •

V

50

200

250

o

o

t 150

C

i lOO

250

High Severity

50 100 150 200

Magnitude (Ver. 4.x)

/

/

/

V

o /

o

50

250

200

t 150

C

i 100

Figure 243. Comparison of PADIAS vl.x and v4.x - AC Pavements,

Transverse Cracking (No.).

242
Low Severity Moderate Severity

0.5 1.0 1.5 2.0 2.5

Magnitude (Ver. 4.x)

/

1/

V

V

0.0V

0.0

2.0

2.5

.....

""" 1.5

.a

.~ 1.0

eu

0.5

0.5 1.0 1.5 2.0 2.5

Magnitude (Ver. 4.x)

1/

/

/

• V

/

2.5

0.0

0.0

2.0

......

2.5

Total

0.5 1.0 1.5 2.0

Magnitude (Ver. 4.x)

V

V

V

• V

V

2.5

2.0

0.0

0.0

.....

1.5

C,

.aro

0.5

2.5

High Severity

0.5 1.0 1.5 2.0

Magnitude (Ver. 4.x)

V

V

V

V

V

2.5

2.0

0.5

0.0

0.0

Figure 244. Comparison of PADIAS vl.x and v4.x - AC Pavements,

AC Patch (Sq. Meters).

243
Low Severity Moderate Severity

123 4 5

Magnitude (Ver. 4.x)

v

V

V

1/

V

1

4

o

o

5

1 234 5

Magnitude (Ver. 4.x)

/

1/

1/

V

oV

o

5

1

4

'f""l

3

i 2

5

Total

123 4

Magnitude (Ver. 4.x)

1/

V

/

/

V

4

5

1

o

o

'f""l

3

i 2

5

High Severity

1 234

Magnitude (Ver. 4.x)

v

V

V

/

1/

4

1

o

o

5

'f""l

3

{2

Figure 245. Comparison of PADIAS vl.x and v4.x - AC Pavements,

AC Patch (No.).

244
Low Severity Moderate Severity

0.1 0.2 0.3

Magnitude (Ver. 4.x)

0.0 ¥-----+----+----~.-l

0.0

0.3 -r------,-----,..----..,.

'ij

...t 0.2 +-----+-----:E------1

.~ 0.1 +-----+----+--------1

'ij

...t 0.2 +------t------,~---_l

g

0.1 +--------F----f--------f

0.1 0.2 0.3

Magnitude (Ver. 4.x)

0.0 0.0

0.0 0.1 0.2 0.3 0.0 0.1 0.2 0.3

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

0.3 0.3

0.0 .-----+------1-------!

0.0

0.3 -r------.,...------r----,.

-;-

,..; 0.2 +-----1----~'----------I

t

?=,

.a

.~ 0.1 +-----;------+------1

'ij

...t 0.2 +-----1-----.l~--___I

g

.~ 0.1 +-----f-----+-----I

Figure 246. Comparison of PADlAS v1.x and v4.x - AC Pavements,

Potholes (Sq. Meters).

245
Low Severity Moderate Severity

4-.----.....,...---.,....---....,....--~ 4-r-----,.---....,...----;---~

1 2 3 4

Magnitude (Ver. 4.x)

O¥-----+----+----.----1

1 2 3 4 o

Magnitude (Ver. 4.x)

0 0

0 1 2 3 4 0 1 2 3 4

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

4 4

O....----+----+----!----"""'"

o

3 ~3

. '"

2 ~2 'C

.a .a .! .!

1 ~1

3 ~3

C

t g

2 2

'C

.a .a ·fn ·fn

1 1

Figure 247. Comparison of PADIAS vl.x and v4.x - AC Pavements,

Potholes (No.).

246
Low Severity Moderate Severity

0.5 1.0 1.5 2.0

Magnitude (Ver. 4.x)

0.0 ¥-~.--+----+---+--I----I

0.0

2.0 -r-----r---""T"'""-----,---~

1.5

g

1.0 +------1------)(-----1----1

.e

.~

eo:

0.5 -I---------¥----+----+----I

0.5 1.0 1.5 2.0

Magnitude (Ver. 4.x)

0.0 0.0

0.0 0.5 1.0 1.5 2.0 0.0 0.5 1.0 1.5 2.0

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

2.0 2.0

0.0 ....----+----!-----+----I

0.0

1.5 +------+----+-----;~-----1

2.0 -.------r----,-------r---..,.

1.5 ~1.5 .

QJ

QJ 1.0 - QJ 1.0

'Q 'Q

= .e ! .~

eo: eo:

0.5 ~0.5

.

g

QJ 1.0 +------+----)(-----+---__1

'Q

.e

.~

eo:

0.5 -I---------¥----+----I-------1

Figure 248. Comparison of PADIAS vl.x and v4.x - AC Pavements,

Bleeding (Sq. Meters).

247.
Low Severity Moderate Severity

246 8

Magnitude (Ver. 4.x)

O..---......---+----~..._-__l

o

8-r-----.,..---,.....---....,....--~

~6

~4+-----t---------:>r----+-----i

i

eu

2 -f---~--_+_--__+--__1

2 4 6 8

Magnitude (Ver. 4.x)

0..----+---+-----+------\

o

0 0

0 2 4 6 8 0 2 4 6 8

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

8 8

6 ~6

..:

Q,l 4 Q,l 4

"Cl "Cl

I i

eu

2 2

8-r------r----.,..-----r---~

~6

Q,l4-t-----t----of------t-----t

'g

1

eu

2 -t--.---i(C-----j------f------J

Figure 249. Comparison of PADIAS vl.x and v4.x - AC Pavements,

Raveling (Sq. Meters).

248
Low Severity Moderate Severity

0.25 0.50 0.75 1.00

Magnitude (Ver. 4.x)

0.00 ¥----+----+-----+-----I

0.00

1.00 ...----..------,---....,....---........

'B'0.75

,,-j

~0.50

....

.a

0.25 +---~-~-__+_---1-----1

0.25 0.50 0.75 1.00

0.00 0.00

0.00 0.25 0.50 0.75 1.00 0.00 0.25 0.50 0.75 1.00

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

1.00 1.00

0.00 4I---+---+-----!----I

0.00

Magnitude (Ver. 4.x)

1.00 -.-----..------.,.---.,.......--...

'B' 0.75

,,-j

g

0.50 ~---i--------)f---__+--____l

'C

.a

.!

=

0.25 +-----¥----i------+----J

'B' 0.75 'B' 0.75

,,-j ,,-j

&0: &0:

C C 0.50 0.50 'C 'C

.~

.e ....

-

=

Q

= 0.25 =

0.25

Figure 250. Comparison of PADIAS vl.x and v4.x - JPC Pavements,

Corner Break (No.).

249
/

V

V •

•

•

/

'/

V

•V

V

100

80 '1""'1

.

t 60

Q)

"C

40

20

o

o

Low Severity

20 40 60 80

Magnitude (Ver. 4.x)

High Severity

100

100

80 '1""'1

60

.a 40

.~

20

o

o

Moderate Severity

20 40 60 80

Magnitude (Ver. 4.x)

Total

100

/

V

/

1/

/

Magnitude (Ver. 4.x)

v

V

V ••

'/ •

V

100

80 '1""'1

,,;

Q) 60 C

Q)

"C

.a 40

.~

20

o

o 20 40 60 80 100

100

. 80 '1""'1

,,;

Q) 60 C

Q)

"C

.a 40

.~

20

o

o 20 40 60 80

Magnitude (Ver. 4.x)

100

Figure 251. Comparison of PADIAS vl.x and v4.x - JPC Pavements,

Longitudinal Cracking (Meters).

250
Moderate Severity

150 -,--------r-----r----~

Low Severity

150 ~----r-------,-----...,.

~100 100

'" '"

C C

"'Cl

.a = .~ 50 ! 50

eu eu

•

0 0

0 50 100 150 0 50 100 150

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

150 150

~100 100

'" t

C C

• "'Cl

= = •

'1 50 ! 50

eu eu

•

0 0

0 50 100 150 0 50 100 150

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

Figure 252. Comparison of PADIAS vl.x and v4.x - JPC Pavements,

Transverse Cracking (Meters).

251
Low Severity Moderate Severity

10 20 30 40 50

Magnitude (Ver. 4.x)

O¥-~-r---+---+----+----l

o

50 -r---r-----,.--"""'T""---r--~

1O+---..IiL---t----j---+---f

40 +---l-------+---+---¥----1

30 +---1------+---+---+-----------1

.e

.~ 20

10 20 30 40 50

Magnitude (Ver. 4.x)

1/

V

V

V •

• •

•

50

o

o

40

10

a:i 30

C

i

=

20

10 20 30 40 50

Magnitude (Ver. 4.x)

• 1/

V

/

;/•

V •

o

o

10

40

50

Total

g30

i 20

50

High Severity

10 20 30 40

Magnitude (Ver. 4.x)

[7

V

/

/

V

10

50

o

o

40

.

30

20

:

Figure 253. Comparison of PADIAS vl.x and v4.x - JPC Pavements,

Transverse Cracking (No.).

252
Low Severity Moderate Severity

1/

/

/

/

/.

V

IV

V

/

'/

"'" T

10 20 30 40 50

Magnitude (Ver. 4.x)

o

o

50

10 20 30 40 50

Magnitude (Ver. 4.x)

o

o

50

/

/

/

/

/

/

/

V

/

/

50

o

o

High Severity

10 20 30 40

Magnitude (Ver. 4.x)

50

50

40

1'"'l

g30

1

20

10

o

o

Total

10 20 30 40

Magnitude (Ver. 4.x)

50

Figure 254. Comparison of PADlAS vl.x and v4.x - JPC Pavements,

Transverse Joint Seal Damage (No.).

253
Low Severity Moderate Severity

50 100 150

Magnitude (Ver. 4.x)

0 ...'-----1----+-+-.......---1

o

150 -.--------r'-----r-----~

50 100 150

Magnitude (Ver. 4.x)

0 ....___4~___4~----+_---_l

o

0 • 0

0 50 100 150 0 50 100 150

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

150 150

150 -.--------r'-----r----~

...-1 100 ...-I 100

r-:

QJ t

QJ

'C

:I :I

.... .... ....

• 50 Q 50

~100 100

""

QJ ""

QJ

QJ QJ

'C 'C

:I

....

.... .a

Q 50 '! 50

Figure 255. Comparison of PADIAS vl.x and v4.x - JPC Pavements,

Spalling of Longitudinal Joints (Meters).

254
Low Severity

200 -r-----,.----,....---~---~

Moderate Severity

200 -r------,----:----...,...--~

50 100 150 200

Magnitude (Ver. 4.x)

O..----+----+-----+----l

50 100 150 200 a

Magnitude (Ver. 4.x)

O..--...-+----I------i----l

a

a a

a 50 100 150 200 a 50 100 150 200 Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

200 200

'B'150 _150

1""'1 1""'1 .

""" """ Q)

t=:,

Q) 100 ~100 "'C

.a .a • .~ .

50 • 50

•

'B'150 'B'150

1""'1 1""'1

Q)

t=:,

Q) 100 Q) 100

"'C "'C

.....

...= .

...=....

= Q

50 50

Figure 256. Comparison of PADIAS vl.x and v4.x - JPC Pavements,

Spalling of Transverse Joints (Meters).

255 .
Low Severity Moderate Severity

40 40

30 g30

a.l a.l

"0 "0

;;::=20

• i

=

20 Q

10 10

50 -.----or------r----r---r--__

10 20 30 40 50

Magnitude (Ver. 4.x)

v

V .... V 'V

o T

o

50

10 20 30 40 50

Magnitude (Ver. 4.x)

O~:L.--+__-__+--__+_--_+_-____!

o

High Severity

50

Total

10 20 30 40

Magnitude (Ver. 4.x)

V

;/

/.

,/

b/ •

o

o

10

40

50

10 20 30 40 50

Magnitude (Ver. 4.x)

v

V

V

V •

V •

o

o

50

40

"'"

a.l 30

C,

a.l

"0

.....

.a 20

Q

10

Figure 257. Comparison of PADIAS vl.x and v4.x - JPC Pavements,

Spalling of Transverse Joints (No.).

256
100 150 200 250

Magnitude (Ver. 4.x)

50

T< tal Distress

.... o

o

50

200

250

..-4 150

Figure 258. Comparison of PADIAS vl.x and v4.x -

JPC Pavements, Polished Aggregate (Sq. Meters).

257
T ~tal Distress V

/

/

/

./

50

40

10

o

o 10 20 30

Magnitude (Ver. 4.x)

40 50

Figure 259. Comparison of PADIAS vl.x and v4.xJPC Pavements, Popouts (No.).

258
Low Severity Moderate Severity

10 20 30 40 50

Magnitude (Ver. 4.x)

/

/

'/

1/

oV

o

10

50

40

30

-§

120

10 20 30 40 50

Magnitude (Ver. 4.x)

/

/

7

1/

oV

o

40

10

50

50

Total

10 20 30 40

Magnitude (Ver. 4.x)

1/

/

[7

!/

o / -

o

40

30

=20

10

50

50

High Severity

10 20 30 40

Magnitude (Ver. 4.x)

/

/ !/

V

oV

o

10

50

40

Figure 260. Comparison of PADlAS vl.x and v4.x - JPC Pavements,

AC Patch (Sq. Meters).

259
20 40 60 80

Magnitude (Ver. 4.x)

04F-----I--......-+----......----l

o

Moderate Severity

80 -.-------r----..,....-----.,.---'"JII

~60

40

=

!

20 +------if------+---+-------f

20 40 60 80

Magnitude (Ver. 4.x)

O...---+----+-----+-----i

o

0 0

0 20 40 60 80 0 20 40 60 80

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

80 80

80 -.------r----,...----,------,.

60 60

. "'"

Q) "'"

Q)

C C

Q) 40 Q) 40

"0 "0

.... ....= .

.a... =t=Il 6iJ

20 20

Low Severity

60 -1----t------I-----------.F----1

Q) 40 +----t----------.?------f----1

"0

.~

20 +-----)f-----j---+------I

Figure 261. Comparison of PADIAS v1.x and v4.x - JPC Pavements,

AC Patch (No.).

260
Low Severity Moderate Severity

10 20 30 40 50

Magnitude (Ver. 4.x)

/

1/

[7

1/

oV

o

40

10

50

10 20 30 40 50

Magnitude (Ver. 4.x)

•

17

1/

/

/

/

50

o

o

10

40

..-4

30

! 20

C'J

50

Total

10 20 30 40

Magnitude (Ver. 4.x)

•

/

1/

V

V

oV

o

10

40

50

50

High Severity

10 20 30 40

Magnitude (Ver. 4.x)

/

1/

1/

V

oV

o

10

40

50

..-4

30

i

20

C'J

Figure 262. Comparison of PADlAS vl.x and v4.x - JPC Pavements,

PCC Patch (Sq. Meters).

261
Low Severity Moderate Severity

123 4 5

Magnitude (Ver. 4.x)

V

V

V

V

V

5

o

o

4

,.-I

"" 3

C

"0

.a.... 2

&

1

1 234 5

Magnitude (Ver. 4.x)

/

V

V

V

V

1

4

5

o

o

5

Total

123 4

Magnitude (Ver. 4.x)

V

V

V

V

/

4

5

1

o

o

,.-I

t 3

C,

.a 2

'!

5

High Severity

1 234

Magnitude (Ver. 4.x)

v

V

V

V

V

1

5

4

o

o

Figure 263. Comparison of PADIAS vl.x and v4.x - JPC Pavements,

PCC Patch (No.).

262
Low Severity Moderate Severity

5 10 15 20 25

Magnitude (Ver. 4.x)

• V

1/

[7

f/

o /

o

25

20

..-I

'"

QJ 15 C

QJ

't:l

.a 10 .!

5

5 10 15 20 25

Magnitude (Ver. 4.x)

V

1/

V

1/.

V •

o

o

25

20

--..-I

..: 15

....

..... = 10

a

5

High Severity Total

1/

1/

1/

V

V

Magnitude (Ver. 4.x)

/

1/

1/

[7 •

1/

25

20

..-I

..:

QJ 15 C

QJ

't:l

.a 10 .~

5

o

o 5 10 15 20 25

25

20

..-I

.

'"

QJ 15 C

QJ

't:l

.a 10 .~

5

o

o 5 10 15 20

Magnitude (Ver. 4.x)

25

Figure 264. Comparison of PADIAS vl.x and v4.x - CRC Pavements,

Longitudinal Cracking (Meters).

263
Low Severity Moderate Severity

200 400 600 800 1000

Magnitude (Ver. 4.x)

/

V

V

V

o /

o

200

800

1000

600

·1 400

200 400 600 800 1000

Magnitude (Ver. 4.x)

/

V

V

/

oV

o

800

200

1000

High Severity Total

V

/

V

V

V

1000

800

r.: 600

.a 400 .!

200

/

V

V

/

oV 0

o 200 400 600 800 1000 0 200 400 600 800 1000

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

Figure 265. Comparison of PADIAS vl.x and v4.x - CRC Pavements,

Transverse Cracking (Meters).

800

1000

~6OO

=

1400

200

264
Low Severity Moderate Severity

50 100 150 200 250

Magnitude (Ver. 4.x)

/

• /

/

V

o /

o

50

250

200

.-l

t 150 C

]

.! 100

50 100 150 200 250

Magnitude (Ver. 4.x)

/

/

V

V T

V •

o

o

50

250

200

.-l

150

i

~100

250

Total

50 100 150 200

Magnitude (Ver. 4.x)

v

V

/

1/ T

/ •

200

250

50

o

o

.-l

150

i

100

250

High Severity

50 100 150 200

Magnitude (Ver. 4.x)

/

/

/

/

/

250

50

o

o

200

Figure 266. Comparison of PADIAS vl.x and v4.x - CRC Pavements,

Transverse Cracking (No.).

265
Low Severity Moderate Severity

1 2 3

Magnitude (Ver. 4.x)

0 .....----+-------+---..........,

o

3-r------r-------,----....,.

3 Ma~tude (Ver.24.x)

O..------I-------+--------l

o

0 0

0 1 2 3 0 1 2 3

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

3 3

3-r------r-------,----~

2 2

e:, l

.a·i il 1

2 2

t

e:,

.a =

·i I 1 1

Figure 267. Comparison of PADIAS vl.x and v4.x - CRC Pavements,

Scaling (Sq. Meters).

266
Low Severity Moderate Severity

0.5 1.0 1.5

Magnitude (Ver. 4.x)

1.5 -,.-------,.-----,------..,.

0.0 .....----+----.....---~

0.5 1.0 1.5 0.0

Magnitude (Ver. 4.x)

1.5 -,.-------,.-----,-------,.

0.0 0.0

0.0 0.5 1.0 1.5 0.0 0.5 1.0 1.5

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

1.5 1.5

0.0 .....-----+----+------1

0.0

1.0 1.0

l-o

!!::,

"Cl

.a .a .~ 0.5 .~

eu 0.5

. 10. • 1.0

l-o l-o

!!::,

"Cl

.a .a

'! 0.5 ·!0.5

eu

Figure 268. Comparison of PADlAS vl.x and v4.x - CRe Pavements,

Scaling (No.).

267
To at Distress V

V

V

V 'V

100

80

-

... 60

C

"C

.a.! 40

t'IJ

20

o

o 20 40 60

Magnitude (Ver. 4.x)

80 100

Figure 269. Comparison of PADIAS vl.x and v4.xCRC Pavements, Popouts (No.).

268
Low Severity Moderate Severity

10 20 30 40 50

Magnitude (Ver. 4.x)

V

V

V

V

oV

o

40

50

10

30

i 20

10 20 30 40 50

Magnitude (Ver. 4.x)

v

V

V

IV

V

40

o

o

50

10

50

Total

10 20 30 40

Magnitude (Ver. 4.x)

1/

V

V

V

o /

o

40

50

10

50

High Severity

10 20 30 40

Magnitude (Ver. 4.x)

v

V

/

1/

o1/

o

10

50

40

30

.1 20

Figure 270. Comparison of PADIAS vl.x and v4.x - CRe Pavements,

AC Patch (Sq. Meters).

269
Low Severity Moderate Severity

0.5 1.0 1.5 2.0

Magnitude (Ver. 4.x)

2.0 -.------,----,.---"""T"""--~

0.0 ¥----+---.----+--~

0.5 1.0 1.5 2.0 0.0

Magnitude (Ver. 4.x)

0.0 .----+---+----+-----1

0.0

0.0 0.0

0.0 0.5 1.0 1.5 2.0 0.0 0.5 1.0 1.5 2.0

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

2.0 2.0

2.0 -...------.----.,.----.....,...----..

1.5 1.5

I""l I""l

..: l-c

C

1.0 1.0

"CI

.e = .~ i

0.5 0.5

1.5 1.5

I""l I""l

..: ..:

C

1.0 1.0

"CI "CI

.e = .~ i

0.5 0.5

Figure 271. Comparison of PADIAS v1.x and v4.x - CRC Pavements,

AC Patch (No.).

270
Low Severity Moderate Severity

0.5 1.0 1.5 2.0 2.5

Magnitude (Ver. 4.x)

1/

1/

/

1/

2.5

0.0

0.5 1.0 1.5 2.0 0.0

Magnitude (Ver. 4.x)

0.0 *----+---+----+-----1

0.0

2.0

1.5

. 100 100

1.5

Q,l 1.0 Q,l

"0 "0

.e .e .! .! 1.0

eu eu

0.5

0.5

2.0 -,------.----..,..----,-----..

2.5

Total

0.5 1.0 1.5 2.0

Magnitude (Ver. 4.x)

/

1/

1/

1/

2

o

0.0

2.5

0.5

s.:

1.5

.e 1 .!

0.5 1.0 1.5 2.0

Magnitude (Ver. 4.x)

0.0 ...---+---+-----+---~

0.0

1.5 -1---

2.0 -,-----..,..---r-----r---~

High Severity

.

g

1.0

.e.!

eu

0.5 -I-----¥----+---+----j

Figure 272. Comparison of PADIAS vl.x and v4.x - CRC Pavements,

PCC Patch (Sq. Meters).

271
Low Severity Moderate Severity

1 2 3

Magnitude (Ver. 4.x)

3-r-----,....-----.......,.----..,

O.----~~-----4~---""""'"'

1 2 3 o

Magnitude (Ver. 4.x)

0 0

0 1 2 3 0 1 2 3

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

3 3

O+-----+-------t------!

o

3-r-----r--------.,.----~

2 2

t t

C, C,

Q,l

"Cl

.e .e .~ .~

1 1

2 2

Q,l

"" C

Q,l

"Cl

.e .e .~ 1 .~ 1

Figure 273. Comparison of PADIAS vl.x and v4.x - CRC Pavements,

PCC Patch (No.).

.'

272
Low Severity Moderate Severity

0.5 1.0 1.5

Magnitude (Ver. 4.x)

1.5 ~------.-----..,......------,.

0.0 ¥-----+----.....------1

0.0 0.5 1.0 1.5

Magnitude (Ver. 4.x)

1.5 ~-----r-----"""'----"""

0.0 0.0

0.0 0.5 1.0 1.5 0.0 0.5 1.0 1.5

Magnitude (Ver. 4.x) Magnitude (Ver. 4.x)

High Severity Total

1.5 1.5

0.0 ¥------+-----+-------I

0.0

· 1.0 1.0

g "'" C

"C

.a = .~ 0.5 1t'C 0.5

t'C

·

• 1.0 t 1.0

"'" C C

"C "C

.s .a ·~0.5 .~ 0.5

t'C t'C

Figure 274. Comparison of PADIAS vl.x and v4.x - CRC Pavements,

Punchouts (No.).

273
Low Severity

80 -r----........---...-----r---~

50

Moderate Severity

10 20 30 40

Magnitude (Ver. 4.x)

1/

V /

V V

o

o

80

20 40 60 80

Magnitude (Ver. 4.x)

o .....----+-----1----+---""'"

o

60 -I-----+----j-----f------I

.-t

Qj 40 -I----+---~~--+----1

'C

.a

.~

eu

20 -I---~-----+---+----1

High Severity Total

60 ~60 .-t .-t

C

Qj

a.: g

Qj 40 Qj 40

'C 'C

= .a i .~

eu eu

20 20

80 -.----........------r---.,..---...,.

20 40 60 80 100

Magnitude (Ver. 4.x)

V

/

V •

oV

o

80

20 40 60 80

Magnitude (Ver. 4.x)

o¥----+----I---+-----1

o

Figure 275. Comparison of PADIAS vl.x and v4.x - CRe Pavements,

Spalling of Longitudinal Joints (Meters).

274
140

- 120 E

t- 100

00 80

t

60

-a

.s 40 y = 0.2699x .... R2 = 0.9513

20

0

0 20 40 60 80 100 120 140

Consensus (m2

)

o

y = 0.1671x

R2 = 0.6503

60 80 100 120 140

Line of Equality

20 40

140

S

- 120 ......,

100

00 80 l-l

60

ea

.s 40 ....

20

0

0

Reference (m2

)

Figure 276. Individual Survey Vs. Reference and Consensus: Fatigue Cracking

of AC Pavement, PASCO's Production Procedure.

275
50

0

40 0

;0...

a.l

S

rJJ 30

=: Line of Equality 20 ea

.e

.~

=5 10

=

0

0 10 20 30 40 50

Consensus (m)

30 40 50

Line of Equality

10 20

o

o

o

50

g 0

40

;0...

rJJ 30

=: 20 ea

.e

.~

=5 10

=

0

0

Reference (m)

Figure 277. Individual Survey Vs. Reference and Consensus: Longitudinal

Cracking (WP) of AC Pavement, PASCO's Production Procedure.

276
400

a 350

'-' y = 0.9957x

t> 300 R2 = 0.9496

250 00

200 =

=

Line of Equality

"; 150

.§

.... 100

50

0

0

0 50 100 150 200 250 300 350 400

Consensus (m)

y = 1.0557x

R2 = 0.8845

Line of Equality

400

a 350 '-'

t> 300

250 00

200

=

=

-a 150

.§

.~ 100

;a

50

0

0 50

o

100

o

150 200

o

250 300 350 400

Reference (m)

Figure 278. Individual Survey Vs. Reference and Consensus: Longitudinal

Cracking (NWP) of AC Pavement, PASCO's Production Procedure.

277
120

-:-

Q 100

y = 1.1477x 0

t> 80 R2 = 0.7481

00.

60 0

= Line of Equality 'i 40 .s• .-1

0

==

20 0

0

0 20 40 60 80 100 120

Consensus (No.)

Line of Equality

120

-..

Q 100

S 80

00.

60

=

-; 40 .s• .-1

20

0

0 20

o

o

40 60

Reference (No.)

o

80

y = 0.9667x

R2 = 0.8554

100 120

Figure 279. Individual Survey Vs. Reference and Consensus: Transverse

Cracking (No.) of AC Pavement, PASCO's Production Procedure.

278
180

160

i

- 140

t- O ... 120 y = 0.9783x E:l

00. Line of Equality R2 = 0.6085 """ 100

Cl.l

80 0

-; 60 0 .s.... 0 ... 40 ....

"0

=

20

0

0

0 20 40 60 80 100 120 140 160 180

Consensus (m)

Figure 280. Individual Survey Vs. Reference and Consensus: Transverse

Cracking (Meters) of AC Pavement, PASCO's Production Procedure.

279
50

40

g

t' 30

00

20

E-4

10 y = 0.4166x

R2 = 0.9614

0

0 10 20 30 40 50

Consensus (m2

)

40 50

y = 0.4889x

R2 = 0.9348

20 30

Line of Equality

10

50

40

A

t' 30

00

i 20

E-4

10

0

0

Reference (m2

)

Figure 281. Team Survey Vs. Reference and Consensus: Fatigue Cracking

of AC Pavement, PASCO's ProductionProcedure.

280
70

60 0 y = 2.3815x

0 R2 = 0.9066 ..-.. 50 !

40

00. Line of Equality 30

20

10

0

0 10 20 30 40 50 60 70

Consensus (m)

o

o y = 3.9101x

R2 = 0.5849

Line of Equality

70

60

..-.. 50 !

t' 40

00. 30

20

10

0

0 10 20 30 40 50 60 70

Reference (m)

Figure 282. Team Survey Vs. Reference and Consensus: Longitudinal

Cracking (WP) of AC Pavement, PASCO's Production Procedure.

281
y = 1.0132x

R2 = 0.6305

Line of Equality

400

350

300 -

g 250 t'

200

00

150

Q,l

E-c

100

50

0

0 50 100

o

150 200 250 300 350 400

Consensus (m)

Line of Equality

400

350

- 300

S

.... 250

Q,l

200

00

i 150

Q,l

E-c 100

50

0

0 50 100

o

150 200

y = 0.7792x

R2 = 0.6555

250 300 350 400

Reference (m)

Figure 283. Team Survey Vs. Reference and Consensus: Longitudinal

Cracking (NWP) of AC Pavement, PASCO's Production Procedure.

282
y = 1.8172x

00 R2 = 0.8668

Line of Equality

y = 2.1397x

00 R2 = 0.8821

Line of Equality

120

100

-0 80

...

S 60

00

40

20

0

0

120

100

-0 80

t'

60

00

40

20

0

0

20

20

40

40

60

Consensus (No.)

60

Reference (No.)

80

80

100

100

120

120

Figure 284. Team Survey Vs. Reference and Consensus: Transverse

Cracking (No.) of AC Pavement, PASCO's Production Procedure.

283
70 80 90 100

Line of Equality

40 50 60

y = 1.2554x

R2 = 0.9485

10 20 30

100 ~---------------------.....,..

90

80

j 70

i>-> 60 I 50

40

30

20

10

0~:....- ........-----.----.--~- ........-----.----.----1

o

Consensus (m)

60 70 80 90 100

Line of Equality

20 30 40 50

y = 1.4865x

R2 = 0.9216

o

10

100 ~----------------------

90

80 ..-.. S 70

i>-> 60 I 50

40

30

20

10

OOJJ:~........--.,.--------....---------....----..,...---1

o

Reference (m)

Figure 285. Team Survey Vs. Reference and Consensus: Transverse

Cracking (Meters) of AC Pavement, PASCO's Production Procedure.

284
7

'"":" 6

Q

Line of Equality 5

rJ'.) 4 0

3 Y = 0.8421x

R2

-; = 0.7895

•

.e.-1 2

=a

1

0

0 1 2 3 4 5 6 7

Consensus (No.)

7

,-..

Q 6

to 5

4 rJ'.)

3

-;

.e 2 • .-1

=a 1

0

0 1 2

Line of Equality

3 4

y = 0.7692x

R2 = 0.9487

5 6 7

Reference (No.)

Figure 286. Individual Survey Vs. Reference and Consensus: Corner Break

of PCC Pavement, PASCO's Production Procedure.

285
27

24 Y= 1.7543x

g R2 = 0.7767

21 0

t>

18

00

t 15 Line of Equality

12

ea

.e 9 ....

.=: 6 "g

3

0

0 3 6 9 12 15 18 21 24 27

Consensus (m)

Line of Equality

y = 1.1406x

R2 = 0.9669

27

g 24

.... 21

Q,l

18 E1

00

t 15

12

-;

.g 9 .... 0

.=: 6 "g

3

0

0 3 6 9 12 15 18 21 24 27

Reference (m)

Figure 287. Individual Survey Vs. Reference and Consensus: Longitudinal

Cracking ofPCC Pavement, PASCO's Production Procedure.

286
Line of Equality

y = 0.8741x

R2 = 0.9849

240

"'";' 210

0

180

<l.l

150

00

120

=

-; 90

.s'..-l 60

== 30

0

0 30 60 90 120 150 180 210 240

Consensus (No.)

Line of Equality

y = 0.9085x

R2 = 0.9594

240

"'";'

0 210

180

<l.l

... 150

00

..

<l.l 120

= 90 -;

.s• ..-l 60

30

0

0 30

o

60 90 120 150 180 210 240

Reference (No.)

Figure 288. Individual Survey Vs. Reference and Consensus: Transverse

Cracking (No.) ofPCC Pavement, PASCO's Production Procedure.

287
Line of Equality

y = 1.0366x

R2 = 0.991

900

800

§ 700

t>

600

00 500 t

400

-a

.§ 300 ....

:a 200

100

0

0 100 200 300 400 500

Consensus (m)

600 700 800 900

600 700 800 900

Line of Equality

400 500

y = 1.0186x

R2 = 0.9741

200 300

o

100

900 ...-----------------------""'"

6' 800

'-' 700

600

00

500

400

-a.§ 300 .... :e 200

100

O&!J'ooO-___.~-__._--_r_-___.~-__._--_r_-___.--__._-__of

o

Reference (m)

Figure 289. Individual Survey Vs. Reference and Consensus: Transverse

Cracking (Meters) ofPCC Pavement, PASCO's Production Procedure.

288
14

i 12 0

'-'

"..

Q,l 10 0

Line of Equality Sl

rL1 8

6

';l

.e.... 4

=S

2

0

0 2 4 6 8 10 12 14

Consensus (m)

Line of Equality y = 0.8249x

R2 = 0.6613

14

i 12 '-'

"..

Q,l 10

Sl

rL1 8

6

e;

,§

.... 4

2

0

0 2 4

o

6 8

o

10 12

o

14

Reference (m)

Figure 290. Individual Survey Vs. Reference and Consensus: Spalling of

Longitudinal Joints of PCC Pavement, PASCO's Production Procedure.

289
4

-:-

0

3

t- Line of Equality

00

2

Cd

.a.... 1 0

=

0

0 1 2 3 4

Consensus (No.)

4

-;-

0

3 t00 Line of Equality 2 y = O.4x

R2 = 0.6

Cd

.e.... 1

.s

0

0 1 2 3 4

Reference (No.)

Figure 291. Individual Survey Vs. Reference and Consensus: Spalling of

Transverse Joints (No.) of PCC Pavement, PASCO's Production Procedure.

290
4

i

"-' 3

Line of Equality

00

2 16

=:

-;

•

.e..-l

1 0

=

0

0

0 1 2 3 4

Consensus (m)

4

i

"-'

to 3

!=

00

2

Line of Equality

16

=:

-;

•

.e..-l 1 0 Y = 0.3514x

R2 = 0.3209

0

0 1 2 3 4

Reference (m)

Figure 292. Individual Survey Vs. Reference and Consensus: Spalling of

Transverse Joints (Meters) of PCC Pavement, PASCO's Production Procedure.

291
24

21

..-.. 18 .

0

15

".. 0

12

="'" rJl

9

Eo-- 6 0

y = 0.8359x

3 R2 = 0.4923

0

0 3 6 9 12 15 18 21 24

Consensus (No.)

Line of Equality

y = 0.4234x

R2 = 0.528

24

o

6 9 12 15 18 21

24

21

--:- 18

0

15

12

rJl

"'"=

9

6

3

0

0 3

Reference (No.)

Figure 293. Team Survey Vs. Reference and Consensus: Corner Break

of PCC Pavement, PASCO's Production Procedure.

292
\

40

35

30 -

S 25 to

20

00

15

Q,l

10

5

0

0 5 10 15 20 25 30 35 40

Consensus (m)

15 20 25 30 35 40

Line of Equality

o 0

5 10

40

35

- 30

S

to 25

j 20

15

Q,l

10

5

0

0

Reference (m)

Figure 294. Team Survey Vs. Reference and Consensus: Longitudinal

Cracking of PCC Pavement, PASCO's Production Procedure.

293
y = 1.3343x

R2 = 0.878

Line of Equality

40

35

-- 30

0

25

>-.

Q)

20 S

00.

15 Q)

10

5

0

0 5 10

o

15 20 25 30 35 40

Consensus (No.)

30 35 40

Line of Equality

15 20 25

o

00

o

y = 1.0652x

R2 = 0.354

10

40

35

--. 30

0

25 0

>-.

Q)

20

00.

15

Q)

10

5

0

0 5

Reference (No.)

Figure 295. Team Survey Vs. Reference and Consensus: Transverse

Cracking (No.) ofPCC Pavement, PASCO's Production Procedure.

294
y = 1.2761x

R2 = 0.9396

Line of Equality

o 10 20 30 40 50 60 70 80 90 100

100

90

80

70

60

50

40

30

20

10

o

Consensus (m)

Line of Equality

y = 0.9528x

R2 = 0.4626

80 90 100

o

50 60 70

o

o 10 20 30 40

100

90

80

70

60

50

40

30

20

10

o

Reference (m)

Figure 296. Team Survey Vs. Reference and Consensus: Transverse

Cracking (Meters) of PCC Pavement, PASCO's Production Procedure.

295
14

12

y = 2.0651x

- 10 R2 = 0.4726

S 0

8

Line of Equality

00 6 0

4

2

0

0 2 4 6 8 10 12 14

Consensus (m)

Line of Equality

y = 0.85x

R2 = 0.7679

14

12

- 10 S

to 8

00

S

6

4

2

0

0 2 4 6 8

o

10 12 14

Reference (m)

Figure 297. Team Survey Vs. Reference and Consensus: Spalling of

Longitudinal Joints of PCC Pavement, PASCO's Production Procedure.

296
4

o

o 1 2 3 4

Consensus (No.)

4

o

-.. 3 0 0

to crine of Equality 2

00

Qj

1 0

o 1 2 3 4

Reference (No.)

Figure 298. Team Survey Vs. Reference and Consensus: Spalling of

Transverse Joints (No.) ofPCC Pavement, PASCO's Production Procedure.

297
5

4

-

g Line of Equality

t' 3

j 00

2

1 0 0

0

0 1 2 3 4 5

Consensus (m)

5

0

4

-

S

t' 3

j 0

Line of Equality

2

Q,l

0

1

0

0 1 2 3 4 5

Reference (m)

Figure 299. Team Survey Vs. Reference and Consensus: Spalling of

Transverse Joints (Meters) of PCC Pavement, PASCO's Production Procedure.

298
APPENDIXC

FIGURES FOR COMPARISON OF MANUAL

AND PASCO/PADIAS DISTRESS DATA

120

100 -Max.

CMean

i 80 -Min.

00

- Low Moderate High ." Total

60

'1 C

40 .. C

11 20 ."

n I~ ca_ ,l~ •• ca_ 0

c__ - RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 300. Fatigue Cracking (Sq. Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyjdual Surveys for Manual and PASCOIPADIAS.

Moderate High

120

100

i 80

00- 60 i 40

C

20 C

0

RMP

Section 1

Low

1:1

C

RMP

6

CC

RMP

1

RMP

6

CC

RMP

1

-Max.

CMean

-Min.

RMP

6

Total

C

C

RMP

1

RMP

6

Figure 301. Fatigue Cracking (Sq. Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team. Surveys

for Manual and PASCOIPADIAS.

299
120

100 -Max.

CMean

-Min.

g 80

Low Moderate High ., ! Total

= 60 i

40

JI

I.

1 .. I~

20

c l

I. e

J 1 I.

0 C .. _ e I - -- C .. _

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 302. Longitudinal cracking WP (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyjdual Surveys

for Manual and PASCOIPADIAS.

Moderate High

120

100

- 80 S

Low

= 60 i

Oil

40

20

0

ee

RMP

Section 1

RMP

6

ee

RMP

1

RMP

6

e

RMP

1

-Max.

eMean

-Min.

RMP

6

ee

RMP

1

Total

RMP

6

Figure 303. Longitudinal Cracking WP (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Tham. Surveys

for Manual and PASCOIPADIAS.

300
400

-Max. .,. CMean C

300 '''' -Min. I

A "'" 'I"

Low Moderate High Total =' 200 I>

bJ:) ,. C e':S ".

"I 100 c,J I

at '''' a!2 ..

I" I2 ,. I

)2

C c~E5 0 '"

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 304. Longitudinal Cracking NWP (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyidual Surveys

for Manual and PASCO/PADIAS.

6

RMP

Total

1

RMP

CC

400

-Max.

300 CMean

-Min. -.

g

Low Moderate High

=' 200

r C

100 C

CC C

CC i5

0

RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6

Figure 305. Longitudinal Cracking NWP (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Te.am Surveys

for Manual and PASCO/PADIAS.

301
50 __-------------------------------,

.10

." Total

...

-Max.

CMean

-Min.

."

High

I)

I) .10

."

C

'"

Moderate

...

."

c'" I

IlI

Low

'1" I

I) !

40

10

o ..a.C--.;;.I.;... ·_Io ---=C=..... rll....> __D_I--...... .10_--1

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 306. Transverse Cracking (No.) .. AC Pavements: Reference,

Minimum., Mean, and Maximum.Values of Indiyjdual Surveys

for Manual and PASCO/PADIAS.

50 _..._-------------------------------,

40

-Max.

CMean

-Min.

10

Low

J

Moderate

Cc

C

C

High Cc TotalJ

RMP RMP RMP RMP RMP RMP RMP

C

C o -L---- ...IC::t..III-liiIo -I:~....--------....I

RMP

Section 1 6 1 6 1 6 1 6

Figure 307. Transverse Cracking (No.) - AC Pavements: Reference,

Minimum., Mean, and Maximum. Values of Tham Surveys

for Manual and PASCO/PADIAS.

302
100 ,,.

-Max.

aft

80 CMean

'I" -Min.

i 60 .......

Low '~oderate ,lIigh Total ,!

I

I)

40

ar

",. cu C I~

,,. ,.. I 'I" at

C 20 I ••

1

,I.

C QI~ 0 11"'1

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 308. Transverse Cracking (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyidual Surveys

for Manual and PASCOIPADIAS.

100

-Max.

80 CMean

-Min.

i

....... 60 CC

Low Moderate High Total

i 40 cu

a~§ cc

C~

cc 1:1

20

C C

0

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 309. Transverse Cracking (Meters) - AC Pavements: Reference,

Minimum, Mean, and Maximum VaIues of Thaw. Surveys

for ManuaI and PASCOIPADIAS.

303
20 -r----------------------------------,

16

4

Low Moderate

-Max.

CMean

-Min.

lligh Total

C

O-IQ..........--c.........-------[I-EI.....----[:.--L.ooI..--.......-I.I.-------~L..-I

Section

RMP

1

RMP

6

RMP

1

RMP

6

RMP

1

RMP

6

RMP

1

RMP

6

Figure 310. Corner Breaks (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyjdual Surveys

for Manual and PASCOIPADIAS.

20 -r-------------------------------....

16

4

Low

C

C

Moderate

-Max.

CMean

-Min.

lligh

CII

C

C

Total

CII

O-.I.Q._D_--~I!I-li........----__[I_&_II_-....Q._D_---__I!I__------_II_....J

Section

RMP

1

RMP

6

RMP

1

RMP

6

RMP

1

RMP

6

RMP

1

RMP

6

Figure 311. Corner Breaks (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys

for Manual and PASCOIPADIAS.

304
200

-Max.

150 C Mean

- -Min.

S

Low Moderate High .• Total

= 100 'S

l:)l)

."

50

0 Cr'lQ - C i;i [) _I C 9[) - RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 312. Longitudinal Cracking (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyjdual Surveys

for Manual and PASCOIPADIAS.

200

-Max.

150 C Mean

8' -Min.

'-"'

Low Moderate High Total .a 100 'a

t?t

50

C Cc

0

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 313. Longitudinal Cracking (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Tham Surveys

for Manual and PASCOIPADIAS.

305
200

-Max.

150 CMean

e:

-Min.

- Low Moderate High Total t 100

ca

50

O-'D--II-ol....-_o_....I---D-I....I--~l:I-Il-II---I::J-II~---I:HIo....--o....__--D....1I--I

Section

RMP

1

RMP

6

RMP

1

RMP

6

RMP

1

RMP

6

RMP

1

RMP

6

Figure 314. Longitudinal Cracking Well Sealed (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyjdual Surveys for Manual

and PASCOIPADIAS.

200 -r--------------------------------,

150

50

Low Moderate

-Max.

CMean

-Min.

High Total

O-'D--D----D-I...I---[]-[J-----I::Hi!I~-_[lI_C_--_o...._-_o_e_--Q_til-li.........

Section

RMP

1

RMP

6

RMP

1

RMP

6

RMP

1

RMP

6

RMP

1

RMP

6

Figure 315. Longitudinal Cracking Well Sealed (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys for Manual

and PASCOIPADIAS.

306
100

-Max.

80 CMean

.-.. -Min. e>

60

Low Moderate High

=

i 40

20 .. .... i5~ c' cE:lCI C2~ C~~ ci5~ 0 - RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1

Figure 316. Transverse Cracking (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyjdual Surveys

for Manual and PASCOIPADIAS.

Total

RMP

6

100

-Max.

80 CMean

""":' -Min.

e

60

Low Moderate High Total

40

20 f D~1 C~ C cc C-a cc

0

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 317. Transverse Cracking (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Tham Surveys

for Manual and PASCOIPADIAS.

307
200

-Max.

150 DMean

- -Min.

S

Low Moderate High

= 100

50

.,!

II'] Q9 D I~ Dg~

Df~ D~~ Dg~ 0 --"

RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1

..

Total

RMP

6

Figure 318. Transverse Cracking (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyjdual Surveys

for Manual and PASCOIPADIAS.

200

-Max.

150 DMean

§ -Min.

Low Moderate High

=100 Total1

1 D~

50

D2

DD is

DII 2 DD

0

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 319. Transverse Cracking (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum VaIues of Team Surveys

for ManuaI and PASCOIPADIAS.

308
20

-Max.

15 CMean

-- -Min.

S

Low Moderate High Total = 10 'sb,()

5

O-JO...w---o.......--c........--c,.......-...-eJ,........-.....[lI-&...--l:I-I!I-W----[l-IiI,..........

Section

RMP

1

RMP

6

RMP

1

RMP

6

RMP

1

RMP

6

RMP

1

RMP

6

Figure 320. Transverse Cracking Well Sealed (M) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyjdual Surveys for

Manual and PASCOIPADIAS.

20

-Max.

15 CMean

g -Min.

Low Moderate High Total

= 10 'sb,()

5

O-.l.O-D----o.......--c-D----cI-Bo....-...-eJ!-D--.....[lI-&...--l:I-D----[l-IiI,..........

Section

RMP

1

RMP

6

RMP

1

RMP

6

R M P

1

RMP

6

RMP

1

RMP

6

Figure 321. Transverse Cracking Well Sealed (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys for

Manual and PASCOIPADIAS.

309
160

-Max.

120 e Mean

g -Min.

Low Moderate ffigh Total .a 80 .!

40

e e§g

0

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 322. Spalling of Longitudinal Joints (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyjdual Surveys for

Manual and PASCOIPADIAS.

160

-Max.

120 CMean

e -Min.

'-"

Low Moderate ffigh Total

= 80 .!

40

CC C; CC cJ:I

C

0

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 323. Spalling of Longitudinal Joints (Meters) - pce Pavements: Reference,

Minimum, Mean, and Maximum Values of Team Surveys for

Manual and PASCOIPADIAS.

310
50

-Max.

40 IJMean

.-. -Min. 0

30

Low Moderate High Total

=

'S 20

10

IJ IJI:II:2 IJ 1J2 c

0

RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 324. Spalling of Transverse Joints (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indjyjdual Surveys for

Manual and PASCOIPADIAS.

50 -r---------------------------------,

High

40

"'":'

0

30

ow

.a

.~ 20

10

0 IJ

R M P

Section 1

R M P

6

Moderate

IJ

RMP

1

RMP

6

RMP

1

-Max.

IJMean

-Min.

IJ

RMP

6

IJ

RMP

1

Total

IJ

RMP

6

Figure 325. Spalling of Transverse Joints (No.) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Team. Surveys for

Manual and PASCOIPADIAS.

311
25 __-------------------------------.

20

Low Moderate

-Max.

o Mean

-Min.

High Total

RMP RMP

o

RMP RMP RMP RMP

o

RMP

5

o 0

RMP

Section 1 6 1 6 1 6 1 6

Figure 326. SpaDing of Transverse Joints (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Indiyjdual Surveys for

Manual andPASCOIPADIAS.

25

20

6'

-- 15

.~ 10

5

o

-Max.

o Mean

-Min.

Low Moderate High Total

.. . .,. ..

"~ r!i .. 01 I) 0

o EJ 1

0 0 - - - RMP RMP RMP RMP RMP RMP RMP RMP

Section 1 6 1 6 1 6 1 6

Figure 327. Spalling of Transverse Joints (Meters) - PCC Pavements: Reference,

Minimum, Mean, and Maximum Values of Tham Surveys for

Manual and PASCOIPADIAS.

312
200

--- Low Severity

150 <> Manual

00

- [] Padias Q,l

'g 100

i Q

50

0

200

i Moderate Severity

150 <> Manual

00

-Q,l [] Padias

"Cl 100 .a'!

eu 50 <>

[]

0

200

--- High Severity <> Manual

150

00 [] Padias -Q,l

"Cl 100

=

i

eu 50

0

[] Padias

<> Manual

Total

Fatigue Cracking (Sq. Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

313

4 5 6

[]

2 3

200

i 150

00'-'

Q,l

"Cl 100 ...=

'~

50

0

Section 1

Figure 328.
120

Low Severity ..-.. <>Manual E- 80 <> C Padias

'0

.e"! 40 C

0

120

Moderate Severity

g <> Manual

80 C Padias

=

40

0

120

High Severity

g

<> Manual

80 C Padias

'0

=

40

0

120

Total

<> Manual

g 80 C Padias

'0

.e"! 40 C

2 3 4 5 6

00------0------+------0------0-------0

Section 1

Figure 329" Edge Cracking (Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

314
60

- Low Severity <> Manual ! 40

"Cl [J Padias

.8°aOf) 20 [J [J

<>

<>

0

60

!

Moderate Severity

<> Manual

40

"Cl [J Padias

.... == °a

Of) 20

::s

[J

[J

0

60

High Severity <> Manual

! 40 [J Padias

"Cl

.... == °aOf) 20

::s

0

60 -..--------------------------------...,

j:

- 40

]

o! 20

[J

Total

[J

<> Manual

[J Padias

2 3 4 5 6

O+-------+---------l---------+------+------O{]

Section 1

Figure 330o Longitudinal Cracking WP (Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus)o

315
60

,-..

g 40 Q,l

"0

....

-

=

=eJl

eu 20

0

60

Low Severity ~Manual

CPadias

C C

- -

! 40

]

.~" ..., 20

Moderate Severity ~Manua1

CPadias

00------0------0------0------0-------0

60

- 40

o

High Severity ~Manual

C Padias

-

Total

~Manua1

C Padias

C C

- -

60

! 40 Q,l

"0

=·a

eJl 20

0

Section 1 2 3 4 5 6

Figure 331. Longitudinal Cracking WP Sealed (Meters) - AC Pavements: Manual

(Reference) and PASCO/PADIAS (Consensus).

316
400

- 300 A

200

"~

100

0

400

A300

"'0

.e 200

"~

eo: 100

0

Low Severity

[] ~Manual

[] Padias

[]

A ...

Moderate Severity ~Manual

[] Padias

o

Longitudinal Cracking NWP (Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

317

400

A 300

= 200 i

eo: 100

0

400

- 300 A

....= 200

"a

eo: 100

0

Section 1

Figure 332.

2 3

High Severity

Total

4 5

~Manual

[] Padias

~Manual

[] Padias

6
400

--. 300 !

Q)

"0

= 200

°a-t:)i)

= 100

0

400

--.

e 300

--

= 200

°a-t:)i)

100

0

400

--. 300 !

CI.l

"0

.= 200

°at:)i)

100

0

Low Severity

[] ~Manua1

[] Padias

0

-

Moderate Severity ~Manual

[] Padias

High Severity ~Manua1

[] Padias

- - -

Total

1;1 ~Manual

[] Padias

0

-

400

--. 300 !

CI.l

"0

= 200

°a-t:)i)

= 100

0

Section 1 2 3 4 5 6

Figure 333o Longitudinal Cracking NWP Sealed (Meters) - AC Pavements: Manual

(Reference) and PASCO/PADIAS (Consensus).

318
120

""':'

Q

80

't:l

.a·a 40

:?J

0

120

Low Severity ~Manual

[] Padias

[]

g

0

C I ]

Moderate Severity

""':' ~Manual

80 [] Padias

't:l

..... = []

·a 40

:?J []

0

120

-..

Q

80

't:l

.

..... =

40

:?J

0

120

-..

Q

80

"t:I

....

.e

= 40

:?J

0

High Severity ~Manual

C Padias

[ n ... 0

Total ~Manual

Q C Padias

C

g C

I

Section 1 2 3 4 5 6

Figure 334. Transverse Cracking (No.) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

319
Low Severity ~Manual

EJ Padias

Q

0 e I

200

- 150 !

.g 100 i

50

0

200

- 150 !

I 100

50

0

Moderate Severity

EJ

~Manual

EJ Padias

200

i 150 ........

i 100

50

0

High Severity ~Manua1

EJ Padias

EJ 1:1

Total

EJ ~Manual

EJ Padias 8

) EJ

Q

I

200

i 150 ........

1100

50

o

Section 1 2 3 4 5 6

Figure 335. Transverse Cracking (Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

320
150

Low Severity

- <> Manual g []

100

(j,) [] Padias '0

='

'act> 50

[]

<>

0

150

100

(j,)

'0

='

'act> 50 t':I

=s

0

150

:g 100

(j,)

'0

='

'act> 50

0

150

-

g 100

(j,)

'0

='

'act>

t':I 50

=s

0

Moderate Severity

<> Manual

[] Padias

<>

High Severity

<> Manual

[] Padias

Total

[] <> Manual

[] Padias

<>

[]

<>

- -

Section 1 2 3 4 5 6

Figure 336. Transverse Cracking Sealed (Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

321
10

Low Severity

'"":' 8 <>Manual =

6 C Padias

"'0

.a 4 ....

=OJ)

cu <>

2 <> C

C

0

10

.- 8 Moderate Severity <>Manual

6 C Padias "'0

.s!....= 4 <>

bI) C

= 2

0

10

High Severity .- 8 <>Manual

6 C Padias

"'0

....= 4 ....

6iJ

=

2

<>

0

10

Total .- <>Manual 8 <> Q

C Padias

6

"'0 C

.s!....= 4

bI)

=

2 <>

C

0

Section 1 2 3 4 5 6

Figure 337. Patch/Patch Deterioration (No.) - AC Pavements: Manual

(Reference) and PASCO/PADIAS (Consensus).

322
20

i 15

00.

--

"0 10

·a-

=

ell

CIS 5

0

20

-..

S 15

00.

--

"0 10

.....

-

=

=ell

CIS 5

0

20

-..

S 15

00.

--

"0 10

.....

-

=

=ell

CIS 5

0

Low Severity ~Manual

C Padias

0

r C

- -

Moderate Severity ~Manual

C Padias

C

High Severity ~Manual

C Padias

Total

~Manual

C Padias

0

0

i - -

20

-..

15

00.

--

"0 10

·a-

=

ell

CIS 5

0

Section 1 2 3 4 5 6

Figure 338. Patch/Patch Deterioration (Sq. Meters) - AC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus).

323
300

---- Low Severity ~Manual

200 [] Padias 00

'-"

CI.l

"t:l

;t:l=

<>

=OJ) 100

ell

0

300

---- Moderate Severity ~Manual

00 200 '-"

CI.l [] Padias

"t:l

....

.e

= 100 OJ)

0

300

---- High Severity

~Manual

00 200 '-" [] Padias

CI.l

"t:l

...='a

OJ) 100

ell

0

Total ~Manual

[] Padias

- - - -

300

5

C"

00 200 '-"

CI.l

"t:l

=

1 100

ell

0

Section 1 2 3 4 5 6

Figure 339. Bleeding (Sq. Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

324
2

i Low Severity

0" ~Manual

CI.:l

'-" C Padias

1 .a'!

=

0

2

i Moderate Severity

0" ~Manual

] C Padias

1

'!

0

2

o

High Severity ~Manual

C Padias

- - - -

Total ~Manual

C Padias

- - -

2

i

0"

i

0

Section 1 2 3 4 5 6

Figure 340, Raveling (Sq, Meters) - AC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

325
6

.- ~Manual

=

4 [] Padias

Q,>

'0

.a.! 2

0

6

g ~Manual

4

[] Padias

=

i 2

0

Section 1 2 3 4 5 6

Figure 341. Water Bleeding and Pumping - AC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus).

326
40

.- Low Severity

I

0 30 ¢Manual

CI) i [J Padias

"0 20 ....

..... =

==t=Jl

10 ¢

[J

) 8

0

40

""":'

Moderate Severity

0 30 - ¢Manual

CI) [J Padias

"0 20 ..... =' ....

10 ¢ ¢

[J [J

0

40

""":' High Severity ¢Manual

0 30

[J Padias

CI)

"0 20 ..... ='

. 10

0

¢Manual

Total

Corner Breaks (No.) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

327

40

""":'

0 30

CI)

"0 20 ..... =' ....

==t=Jl

10

0

Section 1

Figure 342.

2 3

[J

4

[J

5

[J Padias

6
80

Low Severity

! 60 ~Manual

C Padias

= 40 1

20

e

C

0

80

Moderate Severity

! 60 ~Manual

C Padias

= 40 i

20 e

0 C

80

ffigh Severity

- 60 ~Manual

!

CPadias

= 40 i

20

0

80

- 60 !

= 40 i

20

)

0

Section 1

Figure 343.

Total

I ~Manual

I C Padias

C

C

n

2 3 4 5 6

Longitudinal Cracking (Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

328
250

,-... 200 [] Low Severity Manual

=

[] Padias 150

"'C

....= 100 ....

CIS

50

[]

0

250

""':' 200 Moderate Severity ~Manual

[] Padias 150

"'C

.~

....= 100

50 --

0 n ... ... f

250

,-... 200 High Severity ~Manual

= [] Padias

150 -

=

i 100

CIS

50

0

250

,-... 200

=

150 - "'C

.~

....= 100

CIS

50 --

0

Section 1 2

[]

3

Total

n

4

~-~-M--a-n-ua-l-I

[] Padias I

5 6

Figure 344. Transverse Cracking (No.) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

329
1000

800

Low Severity ,-. ~Manual S []

Q,) 600 [] Padias "e

....

....=

400 61

C'#

200

0

1000

,-. 800

S

Q,) 600 "e

....

....=

400

C'#

200

0

Moderate Severity ~Manual

[] Padias

n .... ... ...

1000

High Severity ,-. 800 ~Manual

S

Q,) 600 [] Padias

"e

....=

. 400

C'#

200

0

Transverse Cracking (Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

330

1000

,-. 800

S

Q,) 600 "e

....

....=

C 400 bll

C'#

200

0

Section 1

Figure 345.

[]

2

Total

c

3 4

~Manual

[] Padias

5 6
100

Low Severity

§ 75 ~Manual

C Padias "t:l

....

::I 50

·a

b1l

25

C

0

100

Moderate Severity

§ 75 ~Manual

CPadias "t:l

.... ::I 50 ....

6iJ

25

0

100

High Severity ,-... 75 ~Manual

S

CPadias

::I 50

25

0

C Padias

~Manual

Total

Transverse Cracking Sealed (Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

331

3 4 5 6

C

2

100

§ 75

"t:l

.... ::I 50

.

25 -

0

Section 1

Figure 346.
5-.-------------------------------,

[]

[] []

~Manual

[] Padias

o -!-.------0-------+-------+-------+--------1

Section 1 2 3 4 5 6

Figure 347. Longitudinal Joint Seal Damage (No.) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

400 -,---------------------------------,

~Manual

-. 300 -

....... e

"t:;;l

....

::l 200 ....

=esJ

100

lJ Padias

2 3 4 5 6

00------0------0------0------0-...:....-----0

SectuiQliIT' 1

Figure 34ft Longitudinal Joint Seal Damage (Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

332
80

-. Low Severity

!

60 ~Manual

! [] Padias QJ i "§ 40

i

20

0 - - -

80

-. Moderate Severity

60 ~Manual

QJ [] Padias "l:l 40 .e'!

20

0

80

High Severity -. ~Manual 60

[] Padias

40 .e'!

20

0

~Manual

Total

Transverse Joint Seal Damage (No,) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

333

80

-. 60

i 40

'!

20

0

Section 1

Figure 349,

2 3 4 5

[] Padias

6
80

Low Severity .-. 60 ~Manual S

CI) [] [] Padias "'t:l

= 40 ....

-

20

0 0

80

.-. Moderate Severity

S 60 ~Manual

CI) [] Padias "'t:l

= 40

·cOJ)

20 []

0

80

High Severity

.-. 60 ~Manual S

[] Padias

= 40

·cOJ)

20

0

Spalling of Longitudinal Joints (Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

334

80

.-. 60 S

CI)

"'t:l

= 40

·cOJ)

20

0 ]

Section 1

Figure 350.

[]

2

Total

3

...

4

I ~Manual

I [] Padias

5 6
10-.--------------------------------,

<> Manual

[] Padias

[]

00------0------+------0------0--------0

Section 1 2 3 4 5 6

Figure 351. Map Cracking (No.) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

600

-..

g. <> Manual

00 400 '-' [] Padias

aJ

"t:l

...... =. 200

2 3 4 5 6

oo------o------u------o------o-------o

Section 1

Figure 352. Map Cracking (Sq. Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

335
300

-

g. <>

00 200 <> Manual

- C Padias

i A

100

Oo--------(]--------[jl-------o-------o------c

Section 1 2 3 4 5 6

Figure 353. Polished Aggregates (Sq. Meters) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

5...,...-------------------------------.

<>Manual

C Padias

A

Oo-------t:l-------ol------.........-----o-------o

Section 1 2 3 4 5 6

Figure 354. Popouts (No.) - PCC Pavements: Manual (Reference)

and PASCO/PADIAS (Consensus).

336
8

"'":' Low Severity

0 6 ¢Manual

Q,l [J Padias

't:l 4 ....=. 2 -

0

8

Moderate Severity - 6 ~Manual

Q,l ~['JPadias 't:l 4

.

....=

2

0 - - '0 "~

8 ---~_.

High Severity

- ¢Manual 0 6

[J Padias Q,l

't:l 4

=

2

0

¢Manual

Total

8

"'":'

0 6

Q,l

't:l 4 ....

....=

2

0

Section 1 2 3 4 5

[J Padias

6

Figure 355. Patch/Patch Deterioration, Flexible (No.) - pce Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus).

337
6

-.

§.

VJ 4 '-'

....

..... =

= 2 ell

0

6

Low Severity

<>Manual

[] Padias

)

Moderate Severity

<> Manual

[] Padias

OO-------o--------o-------o------[~----__O

6

-. Illgh Severity

§. <> Manual

00 4 '-' [] Padias

"0

....

..... =

2

0

6

Total -. <> Manual §.

00 4 '-' [] Padias

.a

.~ 2

2 3 4 5 6

Oo-------o--------o-------o------Cl----------I

Section 1

Figure 356. Patch/Patch Deterioration, Flexible (Sq. Meters) - PCC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus).

338
10

-- 8 Low Severity

0 <> Manual

6 [] Padias

'0

::l

.~- 4

2

[]

0

10

""':' 8

Moderate Severity

0 <>Manual

6 [] Padias

'0

::l

- 4 ....

Q

2

0

<> Manual

<> Manual

[] Padias

[] Padias

3 4 5 6

Total

High Severity

[]

10

""':' 8

0

6

'0

::l

.~- 4

2

0

10

-- 8 0

6

'0

::l

.~- 4

2

0

Section 1 2

Figure 357. Patch/Patch Deterioration, Rigid (No.) - PCC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus).

339
150

- Low Severity

8 <>Manual

0'"

rJ1 100 '-" [J Padias Q)

"'c:l

.....

..... =

== 50

0

150

- Moderate Severity

8 <> Manual

0'"

rJ1 100 '-" [J Padias Q)

"'c:l

.....

..... =

=. 50

o '

150

- High Severity

8 <> Manual

0'"

rJ1 100 '-" [J Padias Q)

"'c:l

...

.....=

== 50

0

150

Total -8 <> Manual

0'"

rJ1 100 '-" [J Padias Q)

"'c:l

...

..... =

== 50

0

Section 1 2 3 4 5 6

Figure 358. Patch/Patch Deterioration, Rigid (Sq. Meters) - PCC Pavements:

Manual (Reference) and PASCO/PADIAS (Consensus).

340