{"id":13549,"date":"2024-10-16T21:21:55","date_gmt":"2024-10-16T21:21:55","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/astm-d5340-2010\/"},"modified":"2024-10-24T11:52:31","modified_gmt":"2024-10-24T11:52:31","slug":"astm-d5340-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/astm\/astm-d5340-2010\/","title":{"rendered":"ASTM-D5340 2010"},"content":{"rendered":"

ASTM D5340-10<\/h3>\n

Historical Standard: Standard Test Method for Airport Pavement Condition Index Surveys<\/h4>\n
\n

ASTM D5340<\/h4>\n

Scope<\/strong><\/p>\n

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.<\/p>\n

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)<\/span>. It is further verified and adopted by FAA (4)<\/span>, and the U.S. Naval Facilities Engineering Command (5)<\/span>.<\/p>\n

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.<\/p>\n

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.<\/span><\/span><\/p>\n

Keywords<\/strong><\/p>\n

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

ICS Code<\/strong><\/p>\n

ICS Number Code 93.120 (Construction of airports)<\/p>\n

DOI:<\/strong> 10.1520\/D5340-10<\/p>\n<\/div>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nScope
Terminology <\/td>\n<\/tr>\n
2<\/td>\nSummary of Test Method
Significance and Use
Apparatus
Hazards
Sampling and Sample Units
FIG. 1 <\/td>\n<\/tr>\n
3<\/td>\nFIG. 2 <\/td>\n<\/tr>\n
4<\/td>\nInspection Procedure
FIG. 3 <\/td>\n<\/tr>\n
5<\/td>\nCalculation of PCI for AC Pavement, Including Porous Friction Surfaces
FIG. 4 <\/td>\n<\/tr>\n
6<\/td>\nCalculation of PCI for PCC Pavement
FIG. 5
FIG. 6 <\/td>\n<\/tr>\n
7<\/td>\nDetermination of Section PCI
Report
FIG. 7
FIG. 8 <\/td>\n<\/tr>\n
8<\/td>\nPrecision and Bias
X1. PAVEMENT CONDITION INDEX (PCI) AC AIRFIELDS
X1.1 Distresses in Asphalt Pavement
X1.2 <\/td>\n<\/tr>\n
9<\/td>\nX1.3
X1.4
FIG. X1.1
FIG. X1.2
FIG. X1.3
FIG. X1.4 <\/td>\n<\/tr>\n
10<\/td>\nFIG. X1.5
FIG. X1.6
FIG. X1.7
FIG. X1.8
FIG. X1.9
FIG. X1.10 <\/td>\n<\/tr>\n
11<\/td>\nFIG. X1.11
FIG. X1.12
FIG. X1.13
FIG. X1.14
FIG. X1.15 <\/td>\n<\/tr>\n
12<\/td>\nX1.5
FIG. X1.16
FIG. X1.17
FIG. X1.18
FIG. X1.19
FIG. X1.20
FIG. X1.21 <\/td>\n<\/tr>\n
13<\/td>\nX1.6
FIG. X1.22
FIG. X1.23
FIG. X1.24
FIG. X1.25 <\/td>\n<\/tr>\n
14<\/td>\nX1.7
X1.8
FIG. X1.26
FIG. X1.27
FIG. X1.28
FIG. X1.29
FIG. X1.30 <\/td>\n<\/tr>\n
15<\/td>\nX1.9
FIG. X1.31
FIG. X1.32
FIG. X1.33
FIG. X1.34 <\/td>\n<\/tr>\n
16<\/td>\nFIG. X1.35
FIG. X1.36
FIG. X1.37
FIG. X1.38
FIG. X1.39 <\/td>\n<\/tr>\n
17<\/td>\nFIG. X1.40
FIG. X1.41
FIG. X1.42
FIG. X1.43
FIG. X1.44 <\/td>\n<\/tr>\n
18<\/td>\nX1.10
X1.11
FIG. X1.45
FIG. X1.46
FIG. X1.47
FIG. X1.48
FIG. X1.49 <\/td>\n<\/tr>\n
19<\/td>\nX1.12
X1.13
FIG. X1.50
FIG. X1.51
FIG. X1.52
FIG. X1.53 <\/td>\n<\/tr>\n
20<\/td>\nX1.14
FIG. X1.54
FIG. X1.55
FIG. X1.56 <\/td>\n<\/tr>\n
21<\/td>\nX1.15
FIG. X1.57
FIG. X1.58
FIG. X1.59
FIG. X1.60 <\/td>\n<\/tr>\n
22<\/td>\nX1.16
X1.17
FIG. X1.61
FIG. X1.62
FIG. X1.63
FIG. X1.64 <\/td>\n<\/tr>\n
23<\/td>\nX1.18
FIG. X1.65
FIG. X1.66
FIG. X1.67
FIG. X1.68 <\/td>\n<\/tr>\n
24<\/td>\nFIG. X1.69
FIG. X1.70
FIG. X1.71
FIG. X1.72
FIG. X1.73
FIG. X1.74 <\/td>\n<\/tr>\n
25<\/td>\nFIG. X1.75
FIG. X1.76
FIG. X1.77
FIG. X1.78
FIG. X1.79
FIG. X1.80 <\/td>\n<\/tr>\n
26<\/td>\nX2. PCI CONCRETE-SURFACED AIRFIELDS
X2.1
FIG. X1.81 <\/td>\n<\/tr>\n
27<\/td>\nX2.2
X2.3
FIG. X2.1
FIG. X2.2 <\/td>\n<\/tr>\n
28<\/td>\nX2.4
FIG. X2.3
FIG. X2.4
FIG. X2.5
FIG. X2.6 <\/td>\n<\/tr>\n
29<\/td>\nX2.5
FIG. X2.7
FIG. X2.8
FIG. X2.9
FIG. X2.10 <\/td>\n<\/tr>\n
30<\/td>\nX2.6
FIG. X2.11
FIG. X2.12
FIG. X2.13
FIG. X2.14
FIG. X2.15 <\/td>\n<\/tr>\n
31<\/td>\nFIG. X2.16
FIG. X2.17
FIG. X2.18
FIG. X2.19
FIG. X2.20
FIG. X2.21 <\/td>\n<\/tr>\n
32<\/td>\nFIG. X2.22
FIG. X2.23
FIG. X2.24 <\/td>\n<\/tr>\n
33<\/td>\nX2.7
FIG. X2.25
FIG. X2.26
FIG. X2.27
FIG. X2.28 <\/td>\n<\/tr>\n
34<\/td>\nX2.8
FIG. X2.29
FIG. X2.30
FIG. X2.31
FIG. X2.32
FIG. X2.33 <\/td>\n<\/tr>\n
35<\/td>\nX2.9
X2.10
FIG. X2.34
FIG. X2.35
FIG. X2.36
FIG. X2.37
FIG. X2.38 <\/td>\n<\/tr>\n
36<\/td>\nX2.11
FIG. X2.39
FIG. X2.40
FIG. X2.41
FIG. X2.42 <\/td>\n<\/tr>\n
37<\/td>\nX2.12
X2.13
FIG. X2.43
FIG. X2.44
FIG. X2.45
FIG. X2.46
FIG. X2.47 <\/td>\n<\/tr>\n
38<\/td>\nFIG. X2.48
FIG. X2.49
FIG. X2.50
FIG. X2.51
FIG. X2.52
FIG. X2.53 <\/td>\n<\/tr>\n
39<\/td>\nX2.14
X2.15
FIG. X2.54
FIG. X2.55
FIG. X2.56
FIG. X2.57
FIG. X2.58 <\/td>\n<\/tr>\n
40<\/td>\nFIG. X2.59
FIG. X2.60
FIG. X2.61 <\/td>\n<\/tr>\n
41<\/td>\nX2.16
FIG. X2.62
FIG. X2.63
FIG. X2.64
FIG. X2.65
FIG. X2.66 <\/td>\n<\/tr>\n
42<\/td>\nX2.17
FIG. X2.67
FIG. X2.68
FIG. X2.69
FIG. X2.70
FIG. X2.71 <\/td>\n<\/tr>\n
43<\/td>\nFIG. X2.72
FIG. X2.73
FIG. X2.74 <\/td>\n<\/tr>\n
44<\/td>\nX3. AC PAVEMENT DEDUCT CURVES
X3.1
FIG. X2.75
FIG. X2.76
FIG. X3.1 <\/td>\n<\/tr>\n
45<\/td>\nFIG. X3.2
FIG. X3.3
FIG. X3.4
FIG. X3.5
FIG. X3.6
FIG. X3.7 <\/td>\n<\/tr>\n
46<\/td>\nFIG. X3.8
FIG. X3.9
FIG. X3.10
FIG. X3.11
FIG. X3.12
FIG. X3.13 <\/td>\n<\/tr>\n
47<\/td>\nFIG. X3.14
FIG. X3.15
FIG. X3.16
FIG. X3.17
FIG. X3.18
FIG. X3.19 <\/td>\n<\/tr>\n
48<\/td>\nX4. PCC PAVEMENT DEDUCT CURVES
X4.1
FIG. X3.20
FIG. X4.1
FIG. X4.2 <\/td>\n<\/tr>\n
49<\/td>\nFIG. X4.3
FIG. X4.4
FIG. X4.5
FIG. X4.6
FIG. X4.7
FIG. X4.8 <\/td>\n<\/tr>\n
50<\/td>\nFIG. X4.9
FIG. X4.10
FIG. X4.11
FIG. X4.12
FIG. X4.13
FIG. X4.14 <\/td>\n<\/tr>\n
51<\/td>\nFIG. X4.15
FIG. X4.16
FIG. X4.17 <\/td>\n<\/tr>\n
52<\/td>\nX5. BLANK FORMS
X5.1
FIG. X5.1 <\/td>\n<\/tr>\n
53<\/td>\nREFERENCES
FIG. X5.2 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

D5340-10 Standard Test Method for Airport Pavement Condition Index Surveys<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASTM<\/b><\/a><\/td>\n2010<\/td>\n54<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":13550,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2637],"product_tag":[],"class_list":{"0":"post-13549","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-astm","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/13549","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/13550"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=13549"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=13549"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=13549"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}