ASTM-D6433 2009

$63.38

D6433-09 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys

Published By	Publication Date	Number of Pages
ASTM	2009	49

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Categories: 93.080.20 - Road construction materials, ASTM

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Description

ASTM D6433-09

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 (1, 2). It is further verified and adopted by DOD and APWA.

1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

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

Parking structures; Pavement condition surveys; Pavement surfaces (friction analysis)

ICS Code

ICS Number Code 93.080.20 (Road construction materials)

DOI: 10.1520/D6433-09

PDF Catalog

PDF Pages	PDF Title
1	Scope Terminology
2	Summary of Practice 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 X1.24 Description FIG. X1.51 FIG. X1.52 FIG. X1.53
24	X2. DISTRESS IN JOINTED CONCRETE PAVEMENTS X2.1 X2.2 Ride Quality FIG. X1.54 FIG. X1.55
25	X2.3 Description X2.4 Description FIG. X2.1 FIG. X2.2
26	X2.5 Description X2.6 Description FIG. X2.3 FIG. X2.4 FIG. X2.5 FIG. X2.6 TABLE X2.1
27	X2.7 Description FIG. X2.7 FIG. X2.8 FIG. X2.9 FIG. X2.10 FIG. X2.11
28	X2.8 Description FIG. X2.12 TABLE X2.2 FIG. X2.13 FIG. X2.14 FIG. X2.15
29	X2.9 Description X2.10 Description FIG. X2.16 FIG. X2.17 FIG. X2.18 FIG. X2.19
30	FIG. X2.20 FIG. X2.21 FIG. X2.22 FIG. X2.23
31	X2.11 Description X2.12 Description X2.13 Description FIG. X2.24 FIG. X2.25 FIG. X2.26 FIG. X2.27
32	X2.14 Description X2.15 Description FIG. X2.28 FIG. X2.29 FIG. X2.30 FIG. X2.31
33	X2.16 Description X2.17 Description FIG. X2.32 FIG. X2.33 FIG. X2.34 FIG. X2.35
34	X2.18 Description X2.19 Description FIG. X2.36 FIG. X2.37 FIG. X2.38 FIG. X2.39 FIG. X2.40
35	X2.20 Description X2.21 Description FIG. X2.41 FIG. X2.42 FIG. X2.43 FIG. X2.44 TABLE X2.3
36	FIG. X2.45 FIG. X2.46 FIG. X2.47 TABLE X2.4
37	X3. DEDUCT VALUE CURVES FOR ASPHALT FIG. X2.48 FIG. X2.49
38	FIG. X2.50 FIG. X3.1 FIG. X3.2 FIG. X3.3 FIG. X3.4 FIG. X3.5
39	FIG. X3.6 FIG. X3.7 FIG. X3.8 FIG. X3.9 FIG. X3.10 FIG. X3.11
40	FIG. X3.12 FIG. X3.13 FIG. X3.14 FIG. X3.15 FIG. X3.16 FIG. X3.17
41	FIG. X3.18 FIG. X3.19 FIG. X3.20 FIG. X3.21 FIG. X3.22 FIG. X3.23
42	FIG. X3.24 FIG. X3.25 FIG. X3.26
43	X4. DEDUCT VALUE CURVES FOR CONCRETE FIG. X3.27 FIG. X4.1 FIG. X4.2 FIG. X4.3
44	REFERENCES FIG. X4.4 FIG. X4.5 FIG. X4.6
45	FIG. X4.7 FIG. X4.8 FIG. X4.9 FIG. X4.10 FIG. X4.11 FIG. X4.12
46	FIG. X4.13 FIG. X4.14
47	FIG. X4.15 FIG. X4.16 FIG. X4.17
48	FIG. X4.18 FIG. X4.19
49	FIG. X4.20

Additional information

Standard Title	D6433-09 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys
Published Code	ASTM
Publication Date	2009
Pages Count	49
ICS Codes	93.080.20 - Road construction materials