ASTM-E2840 2011

$58.50

E2840-11 Standard Practice for Pavement Condition Index Surveys for Interlocking Concrete Roads and Parking Lots

Published By	Publication Date	Number of Pages
ASTM	2011	22

Guaranteed Safe Checkout

Category: ASTM

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

Description

ASTM E2840-11

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

ASTM E2840

Scope

1.1 This practice is used to assess the condition of roads and parking lots surfaced with interlocking concrete pavement 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. This standard is an adaptation of the PCI method for interlocking concrete pavements.

1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

1.4 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.

Keywords

ICS Code

ICS Number Code n/a

DOI: 10.1520/E2840-11

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
6	Determination of Section PCI Report
7	X1. DISTRESS TYPES AND SEVERITIES X1.1 Damaged Pavers (1) FIG. X1.1 FIG. X1.2 FIG. X1.3
8	X1.2 Depressions (2) FIG. X1.4 FIG. X1.5 FIG. X1.6
9	X1.3 Edge Restraint Damage (3) FIG. X1.7 FIG. X1.8 FIG. X1.9
10	X1.4 Excessive Joint Width (4) FIG. X1.10 FIG. X1.11 FIG. X1.12
11	X1.5 Faulting (5) FIG. X1.13 FIG. X1.14 FIG. X1.15
12	X1.6 Heave (6) FIG. X1.16 FIG. X1.17 FIG. X1.18
13	X1.7 Horizontal Creep (7) FIG. X1.19 FIG. X1.20 FIG. X1.21
14	X1.8 Joint Sand Loss/Pumping (8) FIG. X1.22 FIG. X1.23 FIG. X1.24
15	X1.9 Missing Pavers (9) FIG. X1.25 FIG. X1.26 FIG. X1.27
16	X1.10 Patching (10) FIG. X1.28 FIG. X1.29 FIG. X1.30
17	X1.11 Rutting (11) FIG. X1.31 FIG. X1.32 FIG. X1.33
18	X2. INTERLOCKING CONCRETE PAVEMENT SURVEY GUIDELINES X2.1 X2.2 X2.3 X2.4 X2.5 X2.6 X2.7 X2.8 X2.9 TABLE X2.1
19	X2.10 X2.11 X2.12 X2.13 X2.14 X3. EXAMPLE PCI CALCULATION FOR MULTIPLE DISTRESSES AND SEVERITIES X3.1 FIG. X3.1
20	FIG. X3.2 FIG. X3.3 FIG. X3.4 FIG. X3.5 FIG. X3.6 FIG. X3.7
21	FIG. X3.8 FIG. X3.9 FIG. X3.10 FIG. X3.11
22	REFERENCES FIG. X3.12

Additional information

Standard Title	E2840-11 Standard Practice for Pavement Condition Index Surveys for Interlocking Concrete Roads and Parking Lots
Published Code	ASTM
Publication Date	2011
Pages Count	22