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ASTM-A888 2003

$63.38

A888-03 Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications

Published By Publication Date Number of Pages
ASTM 2003 50
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ASTM A888-03

Historical Standard: Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications

ASTM A888

Scope

1.1 This specification covers cast iron soil pipe and fittings for use in gravity flow applications. It establishes standards covering material, principal dimensions, and dimensional tolerances for hubless cast iron soil pipe and fittings. These pipe and fittings are not intended for pressure applications, as the selection of the proper size for sanitary drain, waste, vent, and storm drain systems allows free air space for gravity drainage.

1.2 This specification covers pipe and fittings of the following patterns and applies to any other patterns that conform with the requirements given herein.

1.2.1 Lengths:

1.2.2Fittings:

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

Note 1—The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.

Keywords

iron; soil; pipe; fittings’ gravity’ dimensional; tolerances; cast iron

ICS Code

ICS Number Code 23.040.01 (Pipeline components in general. Pipelines)

DOI: 10.1520/A0888-03

PDF Catalog

PDF Pages PDF Title
1 Scope
2 Referenced Documents
Terminology
Materials and Manufacture
3 Mechanical Properties
Dimensions and Permissible Variations
Methods of Specifying Fittings
Coating
Sampling
TABLE 1
4 Test Methods
Inspection
Certification
Product Marking
Packaging and Package Marking
Keywords
5 FIG. 1
6 FIG. 2
FIG. 3
7 FIG. 4
FIG. 5
8 FIG. 6
FIG. 7
9 FIG. 8
FIG. 9
10 FIG. 11
FIG. 10
11 FIG. 12
12 FIG. 13
13 FIG. 14
FIG. 15
14 FIG. 16
FIG. 17
15 FIG. 18
FIG. 19
16 FIG. 20
17 FIG. 21
FIG. 22
18 FIG. 23
19 FIG. 24
20 FIG. 25
21 FIG. 26
FIG. 27
22 FIG. 28
23 FIG. 29
24 FIG. 30
FIG. 31
25 FIG. 32
26 FIG. 33
FIG. 34
27 FIG. 35
FIG. 36
28 FIG. 37
FIG. 38
29 FIG. 39
FIG. 40
30 FIG. 41
31 FIG. 42
32 FIG. 43
33 FIG. 44
FIG. 45
34 FIG. 46
FIG. 47
35 FIG. 48
FIG. 49
36 FIG. 50
FIG. 51
37 FIG. 52
FIG. 53
38 FIG. 54
FIG. 55
39 FIG. 56
40 FIG. 57
41 FIG. 58
42 FIG. 59
FIG. 60
43 FIG. 61
FIG. 62
44 FIG. 63
45 X1. ELECTRONIC DATA PROCESSING (EDP) NUMBERS
X1.1
X2. PROCEDURES FOR SOIL SURVEY TESTS AND OBSERVATIONS AND THEIR INTERPRETATION TO DETERMINE WHETHER CAST IRON PIPE FOR WASTE WATER OR OTHER LIQUIDS REQUIRES POLYETHYLENE ENCASEMENT
X2.1 Scope
X2.2 Earth Resistivity
X2.3 pH
X2.4 Oxidation-Reduction (Redox) Potential
46 X2.5 Sulfides
X2.6 Moisture Content
X2.7 Soil Description
X2.8 Potential Stray Direct Current
X2.9 Experience With Existing Installations
X2.10 Soil-Test Evaluation
TABLE X2.1
47 X2.11 General
X3. POLYETHYLENE ENCASEMENT FOR CAST IRON PIPE FOR WASTE WATER
X3.1 Scope
X3.2 Referenced Documents
X3.3 Terminology
X3.4 Requirements
X3.5 Installation
TABLE X3.1
TABLE X3.2
48 FIG. X3.1
FIG. X3.2
49 TABLE X3.3
FIG. X3.3
ASTM-A888 2003
$63.38