ASTM-D5340 2011

$63.38

D5340-11 Standard Test Method for Airport Pavement Condition Index Surveys

Published By	Publication Date	Number of Pages
ASTM	2011	55

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Category: ASTM

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Description

ASTM D5340-11

Historical Standard: Standard Test Method for Airport Pavement Condition Index Surveys

ASTM D5340

Scope

1.1 This test method covers the determination of airport pavement condition through visual surveys of asphalt-surfaced pavements, including porous friction courses, and plain or reinforced jointed portland cement concrete pavements, using the Pavement Condition Index (PCI) method of quantifying pavement condition.

1.2 The PCI for airport pavements was developed by the US Army Corps of Engineers through the funding provided by the U.S. Air Force (1, 2, 3). It is further verified and adopted by FAA (4), and the U.S. Naval Facilities Engineering Command (5).

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

Airport pavement–friction analysis; Asphalt concrete (AC) surface; Corner break; Cracking; Distress; Pavement condition surveys; Spalling (transverse/longitudinal)

ICS Code

ICS Number Code 93.120 (Construction of airports)

DOI: 10.1520/D5340-11

PDF Catalog

PDF Pages	PDF Title
1	Scope Terminology
2	Summary of Test Method Significance and Use Apparatus Hazards Sampling and Sample Units FIG. 1
3	FIG. 2
4	Inspection Procedure FIG. 3
5	Calculation of PCI for AC Pavement, Including Porous Friction Surfaces FIG. 4
6	FIG. 5 FIG. 6
7	Calculation of PCI for PCC Pavement Determination of Section PCI FIG. 7
8	Report Precision and Bias X1. PAVEMENT CONDITION INDEX (PCI) AC AIRFIELDS X1.1 Distresses in Asphalt Pavement FIG. 8
9	X1.2 FIG. X1.1 FIG. X1.2 FIG. X1.3
10	X1.3 FIG. X1.4 FIG. X1.5 FIG. X1.6 FIG. X1.7 FIG. X1.8 FIG. X1.9
11	X1.4 FIG. X1.10 FIG. X1.11 FIG. X1.12 FIG. X1.13
12	X1.5 FIG. X1.14 FIG. X1.15 FIG. X1.16 FIG. X1.17 FIG. X1.18 FIG. X1.19
13	X1.6 FIG. X1.20 FIG. X1.21 FIG. X1.22 FIG. X1.23
14	X1.7 FIG. X1.24 FIG. X1.25 FIG. X1.26 FIG. X1.27 FIG. X1.28
15	X1.8 FIG. X1.29 FIG. X1.30 FIG. X1.31 FIG. X1.32
16	X1.9 FIG. X1.33 FIG. X1.34 FIG. X1.35 FIG. X1.36 FIG. X1.37
17	X1.10 FIG. X1.38 FIG. X1.39 FIG. X1.40 FIG. X1.41 FIG. X1.42
18	X1.11 FIG. X1.43 FIG. X1.44 FIG. X1.45 FIG. X1.46 FIG. X1.47
19	X1.12 FIG. X1.48 FIG. X1.49 FIG. X1.50 FIG. X1.51
20	X1.13 FIG. X1.52 FIG. X1.53 FIG. X1.54 FIG. X1.55
21	X1.14 FIG. X1.56 FIG. X1.57 FIG. X1.58 FIG. X1.59
22	X1.15 FIG. X1.60 FIG. X1.61 FIG. X1.62 FIG. X1.63 FIG. X1.64
23	X1.16 FIG. X1.65 FIG. X1.66 FIG. X1.67 FIG. X1.68 FIG. X1.69
24	X1.17 FIG. X1.70 FIG. X1.71 FIG. X1.72 FIG. X1.73
25	X1.18 FIG. X1.74 FIG. X1.75 FIG. X1.76 FIG. X1.77 FIG. X1.78
26	FIG. X1.79 FIG. X1.80
27	X2. PCI CONCRETE-SURFACED AIRFIELDS X2.1 FIG. X1.81
28	X2.2 X2.3 FIG. X2.1 FIG. X2.2
29	X2.4 FIG. X2.3 FIG. X2.4 FIG. X2.5 FIG. X2.6
30	X2.5 FIG. X2.7 FIG. X2.8 FIG. X2.9 FIG. X2.10
31	X2.6 FIG. X2.11 FIG. X2.12 FIG. X2.13 FIG. X2.14 FIG. X2.15
32	FIG. X2.16 FIG. X2.17 FIG. X2.18 FIG. X2.19 FIG. X2.20 FIG. X2.21
33	FIG. X2.22 FIG. X2.23 FIG. X2.24
34	X2.7 FIG. X2.25 FIG. X2.26 FIG. X2.27 FIG. X2.28
35	X2.8 FIG. X2.29 FIG. X2.30 FIG. X2.31 FIG. X2.32 FIG. X2.33
36	X2.9 X2.10 FIG. X2.34 FIG. X2.35 FIG. X2.36 FIG. X2.37 FIG. X2.38
37	X2.11 FIG. X2.39 FIG. X2.40 FIG. X2.41 FIG. X2.42
38	X2.12 X2.13 FIG. X2.43 FIG. X2.44 FIG. X2.45 FIG. X2.46 FIG. X2.47
39	FIG. X2.48 FIG. X2.49 FIG. X2.50 FIG. X2.51 FIG. X2.52 FIG. X2.53
40	X2.14 X2.15 FIG. X2.54 FIG. X2.55 FIG. X2.56 FIG. X2.57 FIG. X2.58
41	FIG. X2.59 FIG. X2.60 FIG. X2.61
42	X2.16 FIG. X2.62 FIG. X2.63 FIG. X2.64 FIG. X2.65 FIG. X2.66
43	X2.17 FIG. X2.67 FIG. X2.68 FIG. X2.69 FIG. X2.70 FIG. X2.71
44	FIG. X2.72 FIG. X2.73 FIG. X2.74
45	X3. AC PAVEMENT DEDUCT CURVES X3.1 FIG. X2.75 FIG. X2.76 FIG. X3.1
46	FIG. X3.2 FIG. X3.3 FIG. X3.4 FIG. X3.5 FIG. X3.6 FIG. X3.7
47	FIG. X3.8 FIG. X3.9 FIG. X3.10 FIG. X3.11 FIG. X3.12 FIG. X3.13
48	FIG. X3.14 FIG. X3.15 FIG. X3.16 FIG. X3.17 FIG. X3.18 FIG. X3.19
49	X4. PCC PAVEMENT DEDUCT CURVES X4.1 FIG. X3.20 FIG. X4.1 FIG. X4.2
50	FIG. X4.3 FIG. X4.4 FIG. X4.5 FIG. X4.6 FIG. X4.7 FIG. X4.8
51	FIG. X4.9 FIG. X4.10 FIG. X4.11 FIG. X4.12 FIG. X4.13 FIG. X4.14
52	FIG. X4.15 FIG. X4.16 FIG. X4.17
53	X5. BLANK FORMS X5.1 FIG. X5.1
54	REFERENCES FIG. X5.2