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ASTM-D6433 2003

$63.38

D6433-03 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys

Published By Publication Date Number of Pages
ASTM 2003 47
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ASTM D6433-03

Historical Standard: Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys

ASTM D6433

Scope

1.1 This practice covers the determination of roads and parking lots pavement condition through visual surveys using the Pavement Condition Index (PCI) method of quantifying pavement condition.

1.2 The PCI for roads and parking lots was developed by the U.S. Army Corps of Engineers (, ). It is further verified and adopted by DOD and APWA.

1.3 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only.

1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Specific precautionary statements are given in Section 6.

Keywords

roads; parking lots; pavement; PCI; Pavement Condition Index

ICS Code

ICS Number Code 93.080.20 (Road construction materials)

DOI: 10.1520/D6433-03

PDF Catalog

PDF Pages PDF Title
1 Scope
Terminology
Summary of Practice
2 Significance and Use
Apparatus
Hazards
Sampling and Sample Units
FIG. 1
3 FIG. 2
4 FIG. 3
5 Inspection Procedure
Calculation of PCI for Asphalt Concrete (AC) Pavement
6 FIG. 4
7 Calculation of PCI for Portland Cement Concrete (PCC) Pavement
Determination of Section PCI
FIG. 5
8 FIG. 6
9 Report
FIG. 7
10 X1. Distress in Asphalt Pavements
X1.1
FIG. 8
11 X1.2
X1.3
X1.4
X1.5 Description
X1.6 Description
FIG. X1.1
12 X1.7 Description
FIG. X1.2
FIG. X1.3
FIG. X1.4
FIG. X1.5
FIG. X1.6
13 X1.8 Description
FIG. X1.7
FIG. X1.8
FIG. X1.9
FIG. X1.10
14 X1.9 Description
X1.10 Description
FIG. X1.11
FIG. X1.12
FIG. X1.13
FIG. X1.14
FIG. X1.15
15 X1.11 Description
X1.12 Description
FIG. X1.16
FIG. X1.17
FIG. X1.18
FIG. X1.19
16 FIG. X1.20
FIG. X1.21
FIG. X1.22
FIG. X1.23
FIG. X1.24
17 X1.13 Description
X1.14 Description
FIG. X1.25
FIG. X1.26
FIG. X1.27
FIG. X1.28
18 X1.15 Description
X1.16 Description
FIG. X1.29
FIG. X1.30
FIG. X1.31
FIG. X1.32
19 X1.17 Description
X1.18 Description
X1.19 Description
FIG. X1.33
FIG. X1.34
TABLE X1.1
20 X1.20 Description
FIG. X1.35
FIG. X1.36
FIG. X1.37
FIG. X1.38
FIG. X1.39
FIG. X1.40
21 X1.21 Description
X1.22 Description
FIG. X1.41
FIG. X1.42
FIG. X1.43
FIG. X1.44
22 FIG. X1.45
FIG. X1.46
FIG. X1.47
FIG. X1.48
FIG. X1.49
FIG. X1.50
23 X1.23 Description
X2. DISTRESS IN JOINTED CONCRETE PAVEMENTS
X2.1
FIG. X1.51
FIG. X1.52
FIG. X1.53
24 X2.2 Ride Quality
X2.3 Description
FIG. X2.1
FIG. X2.2
FIG. X2.3
25 X2.4 Description
X2.5 Description
FIG. X2.4
FIG. X2.5
FIG. X2.6
26 X2.6 Description
X2.7 Description
TABLE X2.1
FIG. X2.7
FIG. X2.8
FIG. X2.9
FIG. X2.10
27 X2.8 Description
FIG. X2.11
FIG. X2.12
TABLE X2.2
FIG. X2.13
FIG. X2.14
FIG. X2.15
28 X2.9 Description
X2.10 Description
FIG. X2.16
FIG. X2.17
FIG. X2.18
29 FIG. X2.19
FIG. X2.20
FIG. X2.21
FIG. X2.22
30 X2.11 Description
X2.12 Description
X2.13 Description
FIG. X2.23
FIG. X2.24
FIG. X2.25
31 X2.14 Description
FIG. X2.26
FIG. X2.27
FIG. X2.28
FIG. X2.29
FIG. X2.30
FIG. X2.31
32 X2.15 Description
X2.16 Description
X2.17 Description
FIG. X2.32
FIG. X2.33
FIG. X2.34
33 X2.18 Description
FIG. X2.35
FIG. X2.36
FIG. X2.37
FIG. X2.38
FIG. X2.39
FIG. X2.40
34 X2.19 Description
X2.20 Description
FIG. X2.41
FIG. X2.42
FIG. X2.43
FIG. X2.44
35 X2.21 Description
TABLE X2.3
FIG. X2.45
FIG. X2.46
36 FIG. X2.47
TABLE X2.4
FIG. X2.48
37 X3. DEDUCT VALUE CURVES FOR ASPHALT
FIG. X2.49
FIG. X2.50
FIG. X3.1
38 FIG. X3.2
FIG. X3.3
FIG. X3.4
FIG. X3.5
FIG. X3.6
FIG. X3.7
39 FIG. X3.8
FIG. X3.9
FIG. X3.10
FIG. X3.11
FIG. X3.12
FIG. X3.13
40 FIG. X3.14
FIG. X3.15
FIG. X3.16
FIG. X3.17
FIG. X3.18
FIG. X3.19
41 FIG. X3.20
FIG. X3.21
FIG. X3.22
FIG. X3.23
FIG. X3.24
FIG. X3.25
42 X4. DEDUCT VALUE CURVES FOR CONCRETE
FIG. X3.26
FIG. X4.1
FIG. X4.2
FIG. X4.3
43 FIG. X4.4
FIG. X4.5
FIG. X4.6
FIG. X4.7
FIG. X4.8
FIG. X4.9
44 FIG. X4.10
FIG. X4.11
FIG. X4.12
FIG. X4.13
FIG. X4.14
45 FIG. X4.15
FIG. X4.16
FIG. X4.17
46 REFERENCES
FIG. X4.18
FIG. X4.19
FIG. X4.20
ASTM-D6433 2003
$63.38