An American National Standard

Designation: D 2846/D 2846M – 99e1

Standard Specification for

Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Hot- and
Cold-Water Distribution Systems1
This standard is issued under the fixed designation D 2846/D 2846M; the number immediately following the designation indicates the
year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last
reapproval. A superscript epsilon (e) indicates an editorial change since the last revision or reapproval.

This standard has been approved for use by agencies of the Department of Defense.

e1 NOTE—Table 4 was editorially corrected in November 2004.

1. Scope NOTE 2—Suggested hydrostatic design stresses and hydrostatic pres-

sure ratings for pipe, tubing, and fittings are listed in Appendix X1.
1.1 This specification covers requirements, test methods,

--`,`,,``,````,,,``,``,,`,``,,`-`-`,,`,,`,`,,`---
Design, assembly, and installation considerations are discussed in Appen-
and methods of marking for chlorinated poly(vinyl chloride) dix X2. An optional performance qualification and an in-plant quality
plastic hot- and cold-water distribution system components control program are recommended in Appendix X3.
made in one standard dimension ratio and intended for water 1.5 The following safety hazards caveat pertains only to the
service up to and including 180°F (82°C). These components test method portion, Sections 9 and 10, of this specification:
comprise pipe and tubing, socket-type fittings, street fittings, This standard does not purport to address all of the safety
plastic-to-metal transition fittings, solvent cements, and adhe- concerns, if any, associated with its use. It is the responsibility
sives. Requirements and methods of test are included for of the user of this standard to establish appropriate safety and
materials, workmanship, dimensions and tolerances, hydro- health practices and determine the applicability of regulatory
static sustained pressure strength, and thermocycling resis- limitations prior to use.
tance. The components covered by this specification are
intended for use in residential and commercial, hot and cold, 2. Referenced Documents
potable water distribution systems. 2.1 ASTM Standards: 2
1.2 The products covered by this specification are intended D 1598 Test Method for Time-to-Failure of Plastic Pipe
for use with the distribution of pressurized liquids only, which Under Constant Internal Pressure
are chemically compatible with the piping materials. Due to D 1599 Test Method for Short-Time Hydraulic Failure Pres-
inherent hazards associated with testing components and sys- sure of Plastic Pipe, Tubing, and Fittings
tems with compressed air or other compressed gases some D 1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
manufacturers do not allow pneumatic testing of their products. Compounds and Chlorinated Poly(Vinyl Chloride)
Consult with specific product/component manufacturers for (CPVC) Compounds
their specific testing procedures prior to pneumatic testing. D 1898 Practice for Sampling of Plastics
NOTE 1—Pressurized (compressed) air or other compressed gases D 2122 Test Method for Determining Dimensions of Ther-
contain large amounts of stored energy which present serious saftey moplastic Pipe and Fittings
hazards should a system fail for any reason. D 2444 Test Method for Impact Resistance of Thermoplas-
1.3 The text of this specification references notes, footnotes, tic Pipe and Fittings by Means of a Tup (Falling Weight)
and appendixes which provide explanatory material. These D 2837 Test Method for Obtaining Hydrostatic Design
notes and footnotes (excluding those in tables and figures) shall Basis for Thermoplastic Pipe Materials
not be considered as requirements of the specification. F 402 Practice for Safe Handling of Solvent Cements,
1.4 The values stated in either inch-pound or SI units are to Primers, and Cleaners Used for Joining Thermoplastic Pipe
be regarded separately as standard. Within the text, SI units are and Fittings
shown in brackets. The values stated in each system are not F 412 Terminology Relating to Plastic Piping Systems
exact equivalents; therefore, each system shall be used inde- F 493 Specification for Solvent Cements for Chlorinated
pendently of the other. Combining values from the two systems Poly(Vinyl Chloride) (CPVC) Plastic Pipe and Fittings
may result in nonconformance with the specification.

1 2
This specification is under the jurisdiction of ASTM Committee F-17 on Plastic For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Piping Systems and is the direct responsibility of Subcommittee F17.61 on Water. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Current edition approved May 10, 1999. Published July 1999. Originally Standards volume information, refer to the standard’s Document Summary page on
published as D 2846 – 69. Last previous edition D 2846 – 97. the ASTM website.

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 D 2846/D 2846M – 99e1
F 1498 Specification for Taper Pipe Threads 60° for Ther- third and fourth digit shall be added to indicate the hydrostatic
moplastic Pipe and Fittings design stress for water at 73°F [23°C] in units of 100 psi [0.69
2.2 ANSI Standards: MPa].
ANSI Z17.1-1958 Preferred Numbers3
2.3 Federal Standard: 4. Classification
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)4 4.1 Pipe, Tubing, and Fittings—This specification classifies
2.4 Military Standard: CPVC 4120 pipe, tubing, and fittings by a single standard
MIL-STD-129 Marking for Shipment and Storage4 dimension ratio which shall be SDR 11, by a maximum
2.5 NSF Standards: continuous use temperature which shall be 180°F [82°C] and
Standard No. 14 for Plastic Piping Components and Related by nominal pipe or tubing diameters from 1⁄4 in. [9.5 mm]
Materials5 through 2 in. [50 mm].
Standard No. 61 for Drinking Water Systems 4.2 Plastic-to-Metal Transition Fittings—This specification
Components—Health Effects5 classifies CPVC plastic-to-metal transition fittings intended for
use up to and including 180°F [82°C] as CPVC-180°F on the
basis of resistance to failure by thermocycling.
3. Terminology
4.3 Solvent Cements and Adhesives— This specification
3.1 Definitions: classifies solvent cements and adhesives meeting the require-
3.1.1 General—Definitions used in this specification are in ments contained herein as CPVC Solvent Cement or CPVC
accordance with Terminology F 412, unless otherwise speci- Adhesive.
fied. The abbreviation for chlorinated poly(vinyl chlo-ride) is
CPVC. Plastic tubing denotes a particular diameter schedule of 5. Materials
plastic pipe in which the outside diameter of the tubing is equal
to the nominal size plus 1⁄8 in. (3.18 mm). 5.1 Basic Materials Description—Chlorinated poly(vinyl
3.1.2 relation between standard dimension ratio, stress, and chloride) plastics used to make pipe, tubing, and fittings
internal pressure—the following expression is used to relate meeting the requirements of this specification are categorized
standard dimension ratio, stress, and internal pressure for pipe by two criteria; namely, basic short-term properties, and
and tubing: long-term hydrostatic strength. Sections 5.1.1 and 5.1.2 respec-
tively define these categories.
2S/P 5 R 2 1 (1) 5.1.1 Basic Short-Term Properties—This specification cov-
or ers CPVC 41 pipe, tubing, and fittings made from plastic
2 S/P 5 ~D0/t ! 2 1 (2) materials meeting the mechanical strength, heat resistance,
--`,`,,``,````,,,``,``,,`,``,,`-`-`,,`,,`,`,,`---

flammability, and chemical resistance requirements for CPVC

where: 23447-B in Specification D 1784.
S = stress in circumferential or hoop direction, psi
NOTE 3—CPVC 23447-B was formerly designated as CPVC Type IV
(MPa),
Grade 1, and is herein designated as CPVC 41. This is also used in
P = internal pressure, psi (MPa), marking pipe, tubing, or fittings.
D 0 = average outside diameter, in. (mm),
t = minimum wall thickness, in. (mm), and 5.1.2 Long-Term Hydrostatic Strength— This specification
R = standard dimension ratio, SDR covers CPVC 41 pipe, tubing, and fittings which are further
3.1.3 standard dimension ratio (SDR)—a selected series of defined by hydrostatic design stress as CPVC 4120. Pipe and
numbers in which the average outside diameter to minimum tubing are so defined on the basis of long-term hydrostatic
wall thickness dimension ratios are constant for all sizes of strength tests and are made from compounds having an
pipe and tubing in each standard dimension ratio, and which established 180°F [82°C] hydrostatic design stress of 500 psi
are the ANSI Z17.1 Preferred Number Series 10 modified by [3.45 MPa] or greater in accordance with Test Method D 2837.
+1. SDR fittings shall by definition be equivalent in minimum Fittings are so defined by hydrostatic sustained pressure tests
socket wall thickness to the minimum wall thickness of the on fitting assemblies, required by this specification (see 6.2),
corresponding SDR and size of pipe or tubing, and the based on the hydrostatic strength of the corresponding pipe or
minimum body wall thickness shall be 125 % of that value. tubing.
3.1.4 standard material designation code—the chlorinated NOTE 4—No hydrostatic design stress, as such, exists for fittings until
poly(vinyl chloride) material designation code shall consist of such time as long-term hydrostatic strength test methods for fittings are
the abbreviation CPVC followed by two digits indicating the developed.
ASTM type and grade in Arabic numerals. Where necessary, a 5.2 Rework Material—Clean rework material generated
from the manufacturer’s own tube or fitting production may be
used by the same manufacturer provided the pipe, tubing, or
3
Available from American National Standards Institute, 11 West 42nd Street,
fittings meet all the requirements of this specification.
13th Floor, New York, NY 10036.
4
Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700 6. Requirements for Pipe, Tubing and Fittings
Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
5
Available from the National Sanitation Foundation, PO Box 1468, Ann Arbor, 6.1 Dimensions and Tolerances:
MI 48106. 6.1.1 General:

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 D 2846/D 2846M – 99e1
6.1.1.1 Wall Minimums—Table 1 and Table 2 show wall 6.1.4 Plastic-to-Metal Transition Fittings:
thickness minimums. Calculated SDR 11 fitting wall thick- 6.1.4.1 Basic Dimensions—Plastic parts of plastic-to-metal
nesses that fall below 0.102 in. [2.59 mm] for the fitting socket transition fittings shall meet the dimensional requirements of
bottom, or 0.128 in. [3.25 mm] for the fitting body, shall be Table 1 and Table 2, where applicable, with the following
arbitrarily increased to these values. exceptions. Such parts shall be exempted from the require-
6.1.1.2 Interference Fit—The diameters and tolerances in ments for inside diameter (waterway) and wall thickness
Table 1 and Table 2 provide for socket-type joints having an tolerance.
interference fit based on the major diameter of pipe and tubing 6.1.4.2 Threads—For all fittings having taper pipe threads,
having a degree of out-of-roundness. threads shall conform to Specification F 1498 and be gaged in
6.1.1.3 Out-of-Roundness—The maximum out-of- accordance with 9.5.
roundness requirements shown in Table 1 and Table 2 for pipe, 6.2 Hydrostatic Sustained Pressure:
tubing, and fittings apply to the average measured diameter. 6.2.1 General—Pipe, tubing, and fittings (tested as assem-
blies) shall meet the minimum hydrostatic sustained pressure
NOTE 5—Example: In the 1-in. [25 mm] tubing size, if the measured
average tubing diameter was 1.123 in. [28.52 mm], then the extreme requirements of both test conditions shown in Table 5 when
measured diameters due to ovality could be 1.129 in. [28.68 mm] tested in accordance with 9.2.
maximum and 1.117 in. [28.37 mm] minimum. 6.2.2 Pipe and Tubing Quality—Test Condition B shall be
6.1.2 Pipe and Tubing: termed the primary sustained pressure test for pipe and tubing
6.1.2.1 Outside Diameter and Wall Thickness—The outside and shall be used for quality control (see Appendix X3). Test
diameters and wall thicknesses for pipe and tubing shall meet Condition A shall be termed the secondary sustained pressure
the requirements for dimension and tolerance given in Table 1 test for pipe and tubing and shall be used for periodic
when measured in accordance with Test Method D 2122. performance qualification. Failure to pass either test is cause
6.1.2.2 Wall Thickness Range—The wall thickness range for for rejection.
pipe and tubing shall be within 12 % when measured in 6.2.3 Fitting Quality—Test Condition A shall be termed the
accordance with Test Method D 2122. primary sustained pressure test for fittings and shall be used for
6.1.2.3 Flattening—There shall be no evidence of split- quality control (see Appendix X3). Test Condition B shall be
ting, cracking, or breaking when the pipe is tested in accor- termed the secondary sustained pressure test for fittings and
dance with 9.2. shall be used for periodic performance qualification. Failure to
6.1.2.4 Length—Pipe and tubing supplied in straight lengths pass either test is cause for rejection.
shall have a tolerance on any specified length of +1⁄2 , −0 in. NOTE 6—Drop weight impact resistance is correlatable with hydrostatic
[+12.5, −0 mm]. sustained pressure resistance for CPVC 41 components, and may be useful
6.1.3 Socket-Type Fittings: for predicting compliance with the sustained pressure requirements of
6.1.3.1 Dimensions—Fitting sockets, inside diameters (wa- Table 5. Such correlations will necessarily differ with the size, wall
thickness, and geometry of individual components. Test Method D 2444
terways), wall thicknesses, laying lengths, and reducing bush- using Tup A and Holder A is suggested for nominal diameters of 1 in. [25
ing minimums shall meet the requirements for dimension and mm] and above. For smaller components, a guided mandrel type of
tolerance given in Table 2, Table 3, and Table 4 when measured impacter such as the Gardner Impacter6 equipped with a 1⁄2 in. [12.7 mm]
in accordance with Test Method D 2122. The spigot ends of radius mandrel is suggested. Drop impact is not included in this specifi-
street fittings shall meet the outside diameter and minimum cation directly as a quality requirement because of the wide test scatter
wall requirements of Table 1.
6.1.3.2 Alignment—The maximum angular variation of any
socket opening shall not exceed 1⁄2 ° off the true centerline 6
Available from the Plastics Pipe Institute, 355 Lexington Ave., New York, NY
axis. 10017.

TABLE 1 Outside Diameters, Wall Thicknesses, and Tolerances for CPVC 41, SDR 11, Plastic Pipe and TubingA
Outside Diameter, in. [mm] Wall Thickness, in. [mm]B
Nominal Tube or Pipe Size Average Tolerance on Average Max Out-of-RoundC SDR 11
Min Tolerance
⁄ Tubing
14 0.375 [9.5] 60.003 [60.008] 60.003 [60.008] D
0.055 [1.40] +0.020 [+0.51]
⁄ Tube
38 [10] 0.500 [12.7] 60.003 [60.08] 60.003 [60.08] 0.068 [1.73]D +0.020 [+0.51]
1⁄2 Tube [15] 0.625 [15.9] 60.003 [60.08] 60.004 [60.10] 0.068 [1.73]D +0.020 [+0.51]
3⁄4 Tube [20] 0.875 [22.2] 60.003 [60.08] 60.005 [60.13] 0.080 [2.03] +0.020 [+0.51]
1 Tube [25] 1.125 [28.6] 60.003 [60.08] 60.006 [60.15] 0.102 [2.59] +0.020 [+0.51]
11⁄4 Tube [32] 1.375 [34.9] 60.003 [60.08] 60.007 [60.18] 0.125 [3.18] +0.020 [+0.51]
11⁄2 Tube [40] 1.625 [41.3] 60.004 [60.10] 60.008 [60.20] 0.148 [3.76] +0.020 [+0.51]
2 Tube [50] 2.125 [54.0] 60.004 [60.10] 60.010 [60.25] 0.193 [4.90] +0.023 [+0.58]
11⁄2 Pipe [40] 1.900 [48.6] +0.006, −0.002 [+0.15, −0.05] 60.008 [60.20] 0.173 [4.39] +0.021 [+0.53]
2 Pipe [50] 2.375 [60.7] +0.006, −0.002 [+0.15, −0.05] 60.010 [60.25] 0.216 [5.49] +0.026 [+0.66]
A
All dimensions are in inches and millimetres. (1 in. = 25.4 mm.)
B
The minimum is the lowest wall thickness at any cross section. The maximum permitted wall thickness, at any cross section, is the minimum wall thickness plus the
stated tolerance. All wall tolerances are on the plus side of the minimum requirement.
C
The maximum out-of-roundness applies to the average measured outside diameter.
D
For tubing sizes of 1⁄2 in. and below, wall thickness minimums are not a function of SDR.
--`,`,,``,````,,,``,``,,`,``,,`-`-`,,`,,`,`,,`---

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 D 2846/D 2846M – 99e1
TABLE 2 Tapered Socket Dimensions for CPVC 41, SDR 11, Plastic Pipe and Tubing FittingsA,B

A Socket Entrance Diameter, in. [mm] B Socket Bottom Diameter, in. [mm]
Nominal Tube
or Pipe Size Tolerance on Tolerance on
Average Max Out-of-RoundC Average Max Out-of-RoundC
Average Average
⁄ Tube
38 [10] 0.508 [12.90] 60.003 [60.08] 60.003 [60.08] 0.494 [12.55] 60.003 [60.08] 60.003 [60.08]
⁄ Tube
12 [15] 0.633 [16.08] 60.003 [60.08] 60.004 [60.10] 0.619 [15.72] 60.003 [60.08] 60.004 [60.10]
⁄ Tube
34 [20] 0.884 [22.45] 60.003 [60.08] 60.005 [60.13] 0.870 [22.10] 60.003 [60.08] 60.005 [60.13]
1 Tube [25] 1.135 [28.83] 60.003 [60.08] 60.006 [60.15] 1.121 [28.47] 60.003 [60.08] 60.006 [60.15]
11⁄4 Tube [32] 1.386 [35.20] 60.003 [60.08] 60.007 [60.18] 1.372 [34.85] 60.003 [60.08] 60.007 [60.18]
11⁄2 Tube [40] 1.640 [41.66] 60.004 [60.10] 60.008 [60.20] 1.622 [41.20] 60.004 [60.10] 60.008 [60.20]
2 Tube [50] 2.141 [54.38] 60.004 [60.10] 60.010 [60.25] 2.123 [53.92] 60.004 [60.10] 60.010 [60.25]
11⁄2 Pipe [40] 1.918 [48.72] 60.004 [60.10] 60.008 [60.20] 1.900 [48.26] 60.004 [60.10] 60.008 [60.20]
2 Pipe [50] 2.393 [60.78] 60.004 [60.10] 60.010 [60.25] 2.375 [60.33] 60.004 [60.10] 60.010 [60.25]

C Socket Length, D Inside Diameter, Wall Thickness, min,D in. [mm] Entrance; min EW
min, in. [mm] min, in. [mm] (Ea) Socket Entrance (Eb) Socket Bottom F EX EZ, in. [mm]

0.500 [12.70] 0.364 [9.25] 0.068 [1.73] 0.102 [2.59] 0.128 [3.25] 0.034 [0.86]
0.500 [12.70] 0.489 [12.42] 0.068 [1.73] 0.102 [2.59] 0.128 [3.25] 0.034 [0.86]

--`,`,,``,````,,,``,``,,`,``,,`-`-`,,`,,`,`,,`---
0.700 [17.78] 0.715 [18.16] 0.080 [2.03] 0.102 [2.59] 0.128 [3.25] 0.034 [0.86]
0.900 [22.86] 0.921 [23.39] 0.102 [2.59] 0.102 [2.59] 0.128 [3.25] 0.034 [0.86]
1.100 [27.94] 1.125 [28.58] 0.125 [3.18] 0.125 [3.18] 0.156 [3.96] 0.042 [1.07]
1.300 [33.02] 1.329 [33.76] 0.148 [3.76] 0.148 [3.76] 0.185 [4.70] 0.049 [1.24]
1.700 [43.18] 1.739 [44.17] 0.193 [4.90] 0.193 [4.90] 0.241 [6.12] 0.064 [1.63]
1.375 [34.92] 1.494 [37.95] 0.173 [4.39] 0.173 [4.39] 0.216 [5.49] 0.058 [1.47]
1.500 [38.10] 1.933 [49.10] 0.216 [5.49] 0.216 [5.49] 0.270 [6.86] 0.072 [1.83]

A
All dimensions are in inches and millimetres. (1 in. = 25.4 mm.)
B
All sketches and designs of fittings are illustrative only.
C
Maximum out-of-roundness applies to the average measured inside diameter.
D
The minimum is the lowest wall thickness at any cross section.

TABLE 3 Minimum Dimensions from Center to End of Socket (Laying Length) for CPVC 41, SDR 11 Plastic Pipe
and Tubing FittingsA ,B,C

Nominal Tube or Pipe Size G MinD, in. [mm] J MinD, in. [mm] N MinD, in. [mm]
⁄ Tube
38 [10] 0.359 [9.12] 0.174 [4.42] 0.102 [2.59]
⁄ Tube
12 [15] 0.382 [9.70] 0.183 [4.65] 0.102 [2.59]
3⁄4 Tube [20] 0.507 [12.88] 0.235 [5.97] 0.102 [2.59]
1 Tube [25] 0.633 [16.08] 0.287 [7.29] 0.102 [2.59]
11⁄4 Tube [32] 0.758 [19.25] 0.339 [8.61] 0.102 [2.59]
11⁄2 Tube [40] 0.884 [22.45] 0.391 [9.93] 0.102 [2.59]
2 Tube [50] 1.134 [28.83] 0.495 [12.57] 0.102 [2.59]
11⁄2 Pipe [40] 1.022 [25.96] 0.448 [11.38] 0.102 [2.59]
2 Pipe [50] 1.260 [32.00] 0.547 [13.89] 0.102 [2.59]
A
All dimensions are in inches and millimetres. (1 in. = 25.4 mm.)
B
All dimensions not shown shall be in accordance with those in Table 2.
C
The sketches and designs of fittings are illustrative only.
D
Minimum dimensions have zero negative tolerance.

normally associated with this test, and also because of the wide differences

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 D 2846/D 2846M – 99e1
TABLE 4 Dimensions of Reducer Bushings for CPVC 41, SDR 11, Socket-Type, Plastic Pipe and Tubing FittingsA,B ,C,D

A
Tubing socket dimensions, A, B, and C, and tolerances on these dimensions shall be the same as in Table 2. The minimum length of the male end of the bushing or
coupling, CM, shall be the same as C in Table 2, but in any case the male end shall bottom in the mating fitting. Minimum waterway dimensions, D and DJ, shall be the
same as D in Table 2. Minimum wall dimensions, EJ and EN, apply to the larger and smaller sizes joined respectively, and shall be the same as the corresponding values
for Ea in Table 2.
B
The minimum socket wall thickness for reducing bushings shall be 102 in. [2.59 mm]. If the socket wall thickness exceeds the total of EJ and EN calculated from the
appropriate Eb values in Table 2 and the reducer bushing is cored, the inner socket shall be reinforced from the outer wall by a minimum of three ribs extending the full
depth of the coring.
C
The transition from D to DM shall be straight, tapered as shown, or radiused, at the discretion of the manufacturer.
D
A taper on the male end of a bushing is optional. If a taper is used, it shall be a positive taper in the same direction as the taper in the socket. Whether a taper is used
or not, all diameters X shall conform to the diameter and tolerance for the corresponding size of tubing shown in Table 1.

TABLE 5 Minimum Hydrostatic Sustained Pressure nition, to prevent the misuse of the cement and to minimize the
Requirements for CPVC 4120, SDR 11, Pipe, Tubing, and Fitting unintentional use of other cements that may fail at elevated service
Assemblies Tested in Either Water or Air Bath External temperatures.
Environment at 180°F [82°C]A
7.1.1 General—CPVC solvent cements, for use in CPVC
Test Con- Test Dura- Hydrostatic Test Pressure
41, plastic-to-plastic, socket-type joints shall meet the require-
dition tion Water Bath Air Bath
ments set forth in Specification F 493.
A 6 min 521 psi 551 psi 7.1.2 Hydrostatic Burst Strength—2-in. [50-mm] CPVC
[3 590 kPa] [3 800 kPa]
B 4h 364 psi 403 psi solvent cement joints shall exceed the minimum hydrostatic
(2 510 kPa) [2 780 kPa] burst strength requirements given in Table 6 after a maximum
A
Test conditions were calculated from the following experimentally derived, drying interval of 2 h when tested in accordance with 10.1.1.
95 % confidence, rupture pressure versus time relationships for CPVC 41, SDR Failure to pass the burst requirement at either temperature is
11, pipe and tubing at 180°F [82°C]. Pressure, P, and time, t, are in psi and h
respectively. The 50 % confidence relationships are given for information only. cause for rejection.
log P = −0.085155 log t + 2.726805 (50 % confidence in air) 7.1.3 Hydrostatic Sustained Pressure Strength—1⁄2-in. [15-
log P = −0.085155 log t + 2.656225 (95 % confidence in air) mm] CPVC solvent cement joints shall meet the requirements
log P = −0.097269 log t + 2.690464 (50 % confidence in water)
log P = −0.097269 log t + 2.619884 (95 % confidence in water) of 6.2 when tested in accordance with 9.3.
7.1.4 Safe Handling of Solvent Cement— Refer to Practice
F 402.
7.2 CPVC Adhesives:
in value over the range of sizes and components covered in this
specification. 7.2.1 General—CPVC adhesives (other than CPVC solvent
cement), shall qualify for use in CPVC socket-type joints by a
6.3 Thermocycling—Plastic-to-metal transition fittings rigorous simulated use testing program as further defined in
(other than metal socket-type transitions for use with adhe- 7.2.2 and 7.2.3. CPVC adhesives shall be tested in the largest
sives), assembled according to the manufacturer’s instructions, size joint and in the exact type of joint for which they are
shall not separate or leak when thermocycled 1000 times intended; that is, 2-in. [50-mm] plastic-to-metal or 2-in. [50-
between the temperatures of 60°F and 180°F [16°C and 82°C] mm] plastic-to-plastic.
in accordance with 9.3.7 7.2.2 Hydrostatic Sustained Pressure Strength—Socket-
type CPVC adhesive joints, made and cured according to the
7. Requirements for Solvent Cement and Adhesive Joints
adhesive manufacturer’s instructions, shall not separate or leak
7.1 CPVC Solvent Cements: when tested in accordance with 10.2 at the hydrostatic sus-
NOTE 7—CPVC solvent cements may exist which meet the require- tained pressure condition given in Table 7.
ments of the specification when used in accordance with the manufactur- 7.2.3 Thermocycling—Socket-type CPVC adhesive joints,
er’s recommendations, without a primer or cleaner. It is recommended that made and cured according to the adhesive manufacturer’s
those CPVC solvent cements which may be used without a primer or
cleaner be clear or yellow in color. Otherwise, it is recommended that TABLE 6 Minimum Hydrostatic Burst Strength Requirements for
CPVC solvent cement requiring the use of a primer or cleaner be orange Nominal 2-in. [50-mm] CPVC Solvent Cemented Joints after 2 h
in color. Color identification is recommended to facilitate cement recog- Drying at Test Temperature
Temperature Burst Pressure
73.4°F [23°C] 400 psi [2 760 kPa]
7
Supporting data have been filed at ASTM International Headquarters and may 180°F [82°C] 200 psi [1 380 kPa]
be obtained by requesting Research Report RR: F17–1039.

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 D 2846/D 2846M – 99e1
TABLE 7 Minimum Hydrostatic Sustained Pressure 9.3.2.2 Pressurizing System—A pressure source capable of
Requirements for CPVC Socket-Type Adhesive Joint Assemblies rapidly and continuously applying a constant hydrostatic pres-
Tested Either in Water Bath or Air Bath External Environment at
180°F [82°C]A
sure, controlled to 610 psi [669 kPa] or better, to the test
specimens.
Test Pressure
Test Duration, h 9.3.2.3 Timing Device—Any clock capable of accuracy to
Water Bath Air Bath
within 1 % of the total test time.
10 000 170 psi 207 psi
[1 170 kPa) (1 430 kPa)
9.3.2.4 Closure Fittings—Any suitable specimen closure
A
that allows “free-end” mounting, is free of leaks, and will not
Test conditions were calculated from the experimentally derived, 95 % confi-
dence limit, rupture pressure versus time relationships for CPVC 41, SDR 11, pipe contribute to end failures.
and tubing noted in Table 5. It is implied that CPVC adhesive joints meeting the
sustained pressure requirements of 7.2.2 would necessarily pass the less rigorous
NOTE 8—Various types of compression and flared, metal fittings have
requirements of 6.2.1. been found to be acceptable. Socket-type CPVC 41 caps are also
acceptable provided that the necessary solvent cemented or adhesive joints
are suitably dried or cured (refer to 9.3.3.2).
instructions, shall not separate or leak when thermocycled 9.3.3 Sampling and Specimen Preparation:
10 000 times between the temperatures of 60°F and 180°F 9.3.3.1 Pipe and Tubing—Select at random specimens of at
[16°C and 82°C] in accordance with 10.2. least seven times the nominal diameter in length, but in any
case not shorter than 10 in. [250 mm]. Take three specimens for
8. Workmanship, Finish, and Appearance quality control testing. Take six specimens for qualification or
8.1 Workmanship—The pipe and fittings shall be homoge- referee testing.
neous throughout and free of visible cracks, holes, foreign 9.3.3.2 Fittings—Select specimens at random. Take three
inclusions, or other defects. The pipe shall be as uniform as specimens for quality control testing. Take six specimens for
commercially practicable in color, opacity, density, and other qualification or referee testing. Assemble the fittings, individu-
physical properties. ally or collectively, using suitable lengths of CPVC 41 pipe or
tubing and CPVC solvent cement or CPVC adhesive. Use only
9. Test Methods for Pipe, Tubing, and Fittings pipe or tubing and solvent cement or adhesive meeting the
requirements of this specification. Assemble the joints in
9.1 Sampling—A sufficient quantity of pipe, tubing, or
accordance with the cement manufacturer’s instructions. Allow
fittings, as agreed upon between the purchaser and the seller,
solvent cemented fitting assemblies to dry at elevated tempera-
shall be selected from each lot or shipment and tested to
ture, up to 180°F [82°C] maximum, in a forced-air oven until
determine conformance with this specification (see Practice
all joints are sufficiently strong to eliminate joint failures
D 1898). In the case of no prior agreement, random samples
during the test. Minimum suggested drying times are shown in
selected by the testing laboratory shall be deemed adequate.
Table 8. Cure assemblies prepared with CPVC adhesives
9.1.1 Test Specimens—Not less than 50 % of the test speci-
according to the adhesive manufacturer’s instructions until the
mens required for any pressure test shall have at least a part of
adhesive joints are sufficiently strong to eliminate joint failures
the marking in their central sections. The central section is that
during the test. In no case, however, should adhesive joints be
portion of pipe which is at least one pipe diameter away from
cured at a temperature higher than 180°F [82°C].
an end closure.
9.3.4 Procedure—After curing all cemented or adhesive
9.2 Flattening—Flatten three specimens of the pipe, 2 in.
joints used, attach suitable end closures where necessary. Fill
[50-mm] long, between parallel plates in a suitable press until
the specimen with water, making certain to avoid entrapment
the distance between the plates is 40 % of the outside diameter
of air. Condition the test specimen at 180 6 1.8°F [82 6 1°C]
of the pipe or the walls of the pipe touch, whichever occurs
for a minimum of 30 min if using a water bath, or 4 h if using
first. The rate of loading shall be uniform and such that the
an air bath. Attach the specimen to the pressure source, and
compression is completed within 5 min. Upon removal of the
place it on test at 180 6 1.8°F [826 1°C] under the proper
load, examine the specimens for evidence of splitting, crack-
hydrostatic pressure selected from Table 5. Start the timer
ing, or breaking.
immediately. Hold the test pressure and temperature as close as
9.3 Hydrostatic Sustained Pressure:
possible to the specified values, but in any case to within 610
9.3.1 Summary of Test Method—This test method describes
psi [669 kPa] and 1.8°F [1°C] respectively. At the end of the
a pass-fail test for CPVC 41 pipe, tubing, or fittings (tested as
specified minimum time interval, isolate the specimen from the
assemblies) subjected to a constant internal hydrostatic pres-
pressure source and check for any continuous loss of pressure
sure for a predetermined period of time. Test conditions are
resulting from transmission of water through the specimen.
based on known rupture pressure versus time relationships for
Any such continuous loss of pressure, resulting from bursting
standard CPVC 41 components (see footnote to Table 5). The
external test environment shall be either water or air; however,
test pressures differ depending on the environment selected TABLE 8 Minimum Suggested Drying Times for Solvent
Cemented Fitting Assemblies in Air at 180°F [82°C]
(see Table 5).
Test Condition Suggested Drying Time at
9.3.2 Apparatus: (from Table 5) 180°F [82°C], h
9.3.2.1 Constant-Temperature Environment—Either a wa-
A 4
ter bath or an air bath capable of maintaining a constant and B 16
uniform temperature of 180 6 1.8°F [82 6 1°C] throughout.

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 D 2846/D 2846M – 99e1
or weeping of the test specimens as defined in Test Method the transition fitting or separation of the transition fitting from
D 1598, shall constitute failure. If joint leakage or joint the pipe or tubing constitutes a failure.
separation has occurred, the test shall be repeated using a 9.4.5 Interpretation of Results—Failure of any one of six
longer joint drying or curing cycle. specimens tested shall constitute failure in this test.
9.3.5 Interpretation of Results: 9.5 Threads—All taper pipe threads shall be gaged in
9.3.5.1 For Quality Control—Failure of any one of three accordance with Specification F 1498.
specimens tested shall constitute failure in this test.
9.3.5.2 For Performance Qualification— Failure of any one 10. Tests for Solvent Cement and Adhesive Joints
of six specimens tested shall constitute failure in this test. 10.1 Test for Solvent Cement Joints:
9.4 Thermocycling: 10.1.1 Hydrostatic Burst Strength—Determine the mini-
9.4.1 Summary of Method—This method describes a pass- mum hydrostatic burst strength for CPVC solvent cemented
fail test for thermally cycling CPVC plastic-to-metal transition joints according to Test Method D 1599, except as herein
fitting assemblies over a critical temperature range for a specified. Test assemblies containing at least six nominal 2-in.
selected number of cycles while subjected to a nominal internal [50-mm] solvent cemented joints prepared for CPVC 41 pipe
pressure. The test provides a measure of resistance to failure or tubing and fittings meeting the requirements of this speci-
due to the combined effects of differential thermal expansion fication. Assemble the joints in accordance with the solvent
and creep for CPVC plastic-to-metal transition fittings intended cement manufacturer’s instructions. After attaching end clo-
for continuous use up to and including 180°F [82°C]. sures, fill the specimen assembly with water and condition in
9.4.2 Apparatus—A nitrogen or air source capable of main- water at the test temperature for 2 h maximum. Then test
taining a nominal internal pressure of 100 6 10 psi [690 6 69 immediately. Increase the internal pressure at a constant rate so
kPa) on the specimens is required. The immersion system shall as to reach the minimum burst requirement in 60 to 70 s.
consist of two water reservoirs controlled at 60 6 3.6°F [16 6 Leakage or separation at any of the joints tested at less than the
2°C] and 180 6 3.6°F [82 6 2°C]. The specimens shall be minimum hydrostatic burst requirement specified in Table 6
cycled from one reservoir to the other or the hot and cold water shall constitute failure in this test.
shall be alternately cycled over the test specimens automati- 10.2 Test for Adhesive Joints:
cally and returned to the proper reservoir. 10.2.1 General—Prepare a test assembly containing at least
NOTE 9—Automatic cycling may be accomplished by pumping from six adhesive joints of the largest nominal diameter and the
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each reservoir through a delivery system having timer-actuated valves to exact type (plastic-to-plastic, or plastic-to-metal) for which the
a specimen water trough having synchronized, timer-actuated return adhesive is intended to qualify. Make and cure the adhesive
drains. Any automatic apparatus shall provide for complete immersion of joints in accordance with the adhesive manufacturer’s instruc-
the test specimens in the trough. tions, but in no case above 180°F [82°C]. The CPVC 41 pipe
9.4.3 Sampling and Specimen Preparation— Select at ran- or tubing and fittings used in the assembly shall meet the
dom six specimens of the type and size of CPVC plastic-to- requirements of this specification.
metal transition fitting to be tested. Assemble the fittings with 10.2.2 Hydrostatic Sustained Pressure for Adhesive
suitable lengths of pipe or tubing meeting the requirements of Joints—Test in accordance with 9.2, but at the conditions in
this specification, and attach to a common manifold. Assemble Table 7 which require a test duration of 10 000 h. Any evidence
strictly according to the instructions of the transition fitting of leaking or separation at the adhesive joint, or adhesive-
manufacturer. If plastic threads are to be mated to metal related bursting, weeping, or ballooning of the CPVC 41
threads, use the thread sealant intended for use with the components adjacent to the joint, shall constitute failure.
threaded transition. Close the specimen assembly with any Failure of any one of six joint specimens tested shall constitute
suitable end closures that allow “free-end” mounting and will failure in this test.
not leak under the thermocycling conditions, and connect the 10.2.3 Thermocycling for Adhesive Joints— Test in accor-
specimen assembly to the pressure source. dance with 9.3, but carry the test to 10 000 cycles. Any
9.4.4 Procedure—Pressure the specimen assembly with ni- evidence of leakage or separation at the adhesive joint consti-
trogen in air 100 6 10 psi [690 6 69 kPa]. Immerse in 60 6 tutes a failure. Failure of any one of six joint specimens tested
3.6°F [16 6 2°C] water to determine if there are any initial shall constitute failure in this test.
leaks. All leaks shall be eliminated before the thermocycling
test is started. Thermally cycle the specimen assembly either 11. Retest and Rejection
manually or automatically, and under an internal pressure of 11.1 If the results of any test(s) do not meet the require-
100 6 10 psi [6906 69 kPa] alternately between 60 6 3.6°F ments of this specification, the tests(s) shall be conducted again
[16 6 2°C] and 180 6 3.6°F [82 6 2°C] by means of only by agreement between the purchaser and seller. Under
immersion in water using the following test cycle: such agreement, minimum requirements shall not be lowered,
Water immersion at 180°F [82°C] 2 minutes (min) changed, or modified, nor shall specification limits be changed.
Air immersion at ambient 2 minutes (max)
Water immersion at 60°F [16°C] 2 minutes (min) If upon retest, failure occurs, the quantity of product repre-
Air immersion at ambient 2 minutes (max) sented by the test(s) does not meet the requirements of this
Upon the completion of 1000 thermal cycles, immerse the specification.
specimen assembly again in 60 6 3.6°F [16 6 2°C] water and NOTE 10—Manufacturers using the seal or mark of a laboratory must
check for any sign of gas leakage. Any evidence of leakage at obtain prior authorization from the laboratory concerned.

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 D 2846/D 2846M – 99e1
12. Product Marking installation practice. Where recessed marking is used, care
12.1 Quality of Marking—The marking shall be applied to shall be taken to see that wall thicknesses are not reduced
the pipe in such a manner that it remains legible (easily read) below the specified minimums.
after installation and inspection. 12.5 Transition Fittings—Markings 12.2.1 through 12.2.3
12.2 Content of Marking: shall be required on CPVC plastic-to-metal transition fittings in
12.2.1 Manufacturer’s name (or trademark), and production addition to the designation CPVC.
code, 12.6 Solvent Cements and Adhesives— Solvent cements and
12.2.2 Components intended for the transport of potable adhesives shall be labeled in accordance with 12.2.1 through
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water shall also include the seal or mark of the laboratory 12.2.3 in addition to the designation CPVC Solvent Cement or
making the evaluation for this purpose, spaced at intervals CPVC Adhesive.
specified by the laboratory, NOTE 11—Certain regional air quality districts have established criteria
12.2.3 This designation: “ASTM D 2846, or /D 2846M, or regarding limits on volatile organic content levels for certain products,
D 2846/D 2846M,” including CPVC solvent cement. Both the cement producer and user
12.2.4 Material designation in accordance with 5.1.2 should ensure that the product complies with the specific air quality
(CPVC 4120), district requirements as determined by the test methods specified by that
air quality district. It is recommended that the air quality district and the
12.2.5 Pressure rating (see Appendix X1) at 180°F [82°C]. air quality district’s regulation to which the cement conforms be indicated
12.2.6 Nominal size, on the label.
12.2.7 Standard dimension ratio (SDR 11), and
12.2.8 A code number identifying the compound and the 13. Safe Handling of Solvent Cement
date of manufacture. 13.1 Refer to Practice F 402 for information on safe han-
12.3 Pipe and Tubing—Markings 12.2.1 through 12.2.7 dling of solvent cements.
shall be required on pipe and tubing at intervals of not more
than 5 ft [1.5 m]. Marking shall be applied without indentation 14. Quality Assurance
in some permanent manner so as to remain legible under 14.1 When the product is marked with this designation, D
normal handling and installation practice. 2846/D 2846M, the manufacturer affirms that the product was
12.4 Socket-Type Fittings—Markings 12.2.1 through 12.2.4 manufactured, inspected, sampled, and tested in accordance
shall be required on socket-type fittings, except where size with this specification and has been found to meet the
makes such marking impractical. Where markings are omitted, requirements of this specification.
fittings shall be identified by some symbol which is defined in
the manufacturer’s trade literature. Marking on fittings shall be 15. Keywords
molded, hot stamped, or applied in some other permanent 15.1 cold-water pipe; CPVC piping; hot-water pipe; water
manner so as to remain legible under normal handling and distribution piping

SUPPLEMENTARY REQUIREMENTS

GOVERNMENT/MILITARY PROCUREMENT

These requirements apply only to Federal/Military procurement, not domestic sales of transfers.

S1. Responsibility for Inspection—Unless otherwise speci- S2.1 Packaging—Unless otherwise specified in the con-
fied in the contract or purchase order, the producer is respon- tract, the materials shall be packaged in accordance with the
sible for the performance of all inspection and test require- supplier’s standard practice in a manner ensuring arrival at
ments specified herein. The producer may use his own or any destination in satisfactory condition and which will be accept-
other suitable facilities for the performance of the inspection able to the carrier at lowest rates. Containers and packing shall
and test requirements specified herein, unless the purchaser comply with Uniform Freight Classification rules or National
disapproves. The purchaser shall have the right to perform any Motor Freight Classification rules.
of the inspections and tests set forth in this specification where
S2.2 Marking—Marking for shipment shall be in accor-
such inspections are deemed necessary to ensure that material
dance with Fed. Std. No. 123 for civil agencies and MIL-STD-
conforms to prescribed requirements.
129 for military agencies.
NOTE S1.1—In U.S. Federal contracts, the contractor is responsible for
inspection. NOTE S2.1—The inclusion of U.S. Government procurement require-
ments should not be construed as an indication that the U.S. Government
S2. Packaging and Marking for U.S. Government Procure-
uses or endorses the products described in this document.
ment:

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 D 2846/D 2846M – 99e1
POTABLE WATER REQUIREMENT

This requirement applies whenever a Regulatory Authority the health effects portion of NSF Standard No. 14 by an
or user calls for product to be used to convey or to be in contact acceptable certifying organization when required by the regu-
with potable water. latory authority having jurisdiction.
S3. Potable Water Requirement—Products intended for
contact with potable water shall be evaluated, tested and
certified for conformance with ANSI/NSF Standard No. 61 or

APPENDIXES

(Nonmandatory Information)

X1. HYDROSTATIC DESIGN STRESS

X1.1 Hydrostatic design stresses recommended by the TABLE X1.1 Hydrostatic Design Stresses and Pressure Ratings
Plastics Pipe Institute are used to pressure rate CPVC plastic for CPVC 4120, SDR 11, Hot-Water Distribution Systems
pipe and tubing. These design stresses are based on the Hydrostatic Pressure Rating
Rated Temperature
Design Stress for Water
100 000-h hydrostatic strength of the pipe and tubing obtained
73.4°F [23°C] 2000 psi 400 psi
in accordance with Test Method D 2837. Additional informa- [13.8 MPa] [2.8 MPa]
tion regarding the method of test and other criteria used in 180°F [82°C] 500 psi 100 psi
developing these hydrostatic design stresses may be obtained [3.5 MPa] [0.7 MPa]
from the Plastics Pipe Institute, Division of the Society of the
Plastics Industry, 355 Lexington Ave., New York, NY 10017.
X1.2 Independent methods for determining the hydrostatic SDR 11, components meeting the requirements of this speci-
design stress of fittings have yet to be developed due to the fication.
complicating effects of fitting geometry. Instead, fittings and
assembled systems carry an implied pressure rating equivalent X1.4 These hydrostatic design stresses are not suitable for
to that of the corresponding pipe or tubing on the basis of materials that show a negative departure from a straight-line
actual equivalent hydrostatic performance of assembled sys- plot of log stress versus log time-to-failure. All of the data
tems for periods exceeding 10 000 h. The sustained pressure available to date on CPVC materials made in the United States
requirements of 6.2 for fittings, tested as assembled systems, and tested in the form of pipe, tubing, or cured fitting
are derived from the rupture pressure-time relationship for pipe assemblies meet this requirement. Experience of the industry
and tubing (see footnote to Table 5). indicates that CPVC hot- and cold-water distribution systems
made from components meeting the requirements of this
X1.3 The hydrostatic design stresses and pressure ratings in specification give satisfactory service under normal conditions
Table X1.1 apply to systems assembled from CPVC 4120, at this temperature-pressure rating.

X2. DESIGN, ASSEMBLY, AND INSTALLATION CONSIDERATIONS

X2.1 Design X2.1.3 Water Heaters—Components covered by this speci-

X2.1.1 Thermal Expansion—The linear thermal expansion fication are not intended for use at temperatures above 180°F
rate for CPVC is approximately 1⁄2 in. for each 10°F tempera- [82.2°C]. Hence, they may not be suitable for use with the
ture change for each 100 ft [8 mm for each 10°C temperature instantaneous type (coil or immersion) water heater. They are
change for each 10 m] of pipe or tubing. When installing long suitable for use with storage type water heaters with connec-
runs of pipe allow 1⁄16 to 3⁄32 in. longitudinal clearance per foot tions made in an approved manner.
[5 to 7 mm per metre] of run to accommodate thermal X2.1.4 Sweating—Even though the thermal conductivity of
expansion. Proper design includes offsets of 12 in. [300 mm] or CPVC is several orders of magnitude lower than that of metal,
more every 10 ft [3 m] on vertical risers if they are restrained sweating or condensation at a slow rate may occur under
by horizontal branches at each floor level. Pipe should not be certain temperature and humidity conditions.
anchored rigidly to a support but rather be secured with broad, X2.1.5 Water Hammer and Surge—A CPVC hot-water
smooth hangers providing for a degree of movement. system will withstand repeated pressure surges well in excess
X2.1.2 Support Spacing—The maximum recommended of its rated pressure, but water hammer arrestors may be
spacing between supports is 3 ft [1 m] for sizes 1 in. or smaller advisable when solenoid valves or other quick closing devices
and 4 ft [1.2 m] for larger sizes. are used in the system. In designing for such situations it is
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advisable to consult the pipe or fitting manufacturer for X2.2.2 Adhesive Joints—Assemble according to the manu-
recommended surge pressure limits. Water hammer and surge facturer’s instructions paying particular attention to whether
pressure calculations are reviewed in AWWA Manual M11, sanding of the pipe or tubing is recommended to eliminate the
“Steel Pipe Design and Installation”, 1964, Chapter 7, Ameri- interference fit.
can Water Works Association Inc., 2 Park Ave., New York, NY X2.2.3 Plastic-to-Metal Transitions—Assemble in accor-
10016. dance with the manufacturer’s instructions. Union and com-
pression type transition fittings are likely to include ferrules or
X2.2 Assembly O-rings, or both, which form an essential part of the fitting
assembly and should not be omitted. Plastic socket-to-male
X2.2.1 Solvent Cemented Joints: threaded adapters should be installed with a recommended
X2.2.1.1 Interference Fit—Components meeting the dimen- thread sealant.
sional requirements of this specification are designed to have
X2.3 Installation
an interference fit. Before making a cemented joint, it is
advisable to check for an interference dry-fit. A good interfer- X2.3.1 Storage and Handling—CPVC pipe, tubing, and
ence dry-fit exists when the pipe or tubing makes contact with fittings should be stored under cover to avoid unnecessary dirt
the fitting socket wall between one third and two thirds of the accumulation and long-term exposure to sunlight. Pipe and
way into the socket. tubing should be stored with continuous support in straight,
uncrossed bundles. Care should be used in handling to ensure
X2.2.1.2 Cutting—Pipe and tubing may be cut to length that unnecessary abuse such as abrasion on concrete or
with tubing cutters. Tubing cutters with thin cutting wheels crushing is avoided.
designed specially for plastic are recommended. Where tubing X2.3.2 Installation Temperature—Extra care must be taken
cutters are not available, a saw and mitre box may be used. at temperatures of 40°F or lower and 110°F or higher. Always
Burrs and ridges caused by handling or cutting must be follow the manufacturer’s installation instructions carefully.
removed before assembling a joint. X2.3.3 Pressure Testing—CPVC piping systems made of 1⁄2
X2.2.1.3 Solvent Cleaning—When recommended by the through 2-in. sizes in accordance with this specification, and
cement manufacturer, organic liquids can be used as a cleaning utilizing a solvent cement requiring a primer or cleaner, can be
solvent for CPVC 41 components. These organic liquids pressure tested (using cold tap water only) at line pressure (150
should have a low solvation power for CPVC, to prevent psi maximum) after the solvent cement joints have cured for at
mistaken use of the cleaning solvent for a cement. Uncemented least the following amount of time:
joints with a good solvent. THF for instance, will pass the usual Ambient Minimum Cure Times, h
Temperature ⁄ in. to 1 in.
12 11⁄4 in. to 2 in.
cold water pressure check but are likely to fail later in hot water
service. over 60°F 1 2
40° to 60°F 2 4
X2.2.1.4 Step-by-Step Assembly—Correct assembly con-
sists of the following steps: (1) cut the pipe square; (2) remove For cements not requiring a primer or cleaner, refer to the
burrs; ( 3) check for interference fit; (4) clean both pipe end and manufacturer’s recommended cure times specific to that ce-
fitting socket with a recommended CPVC cleaner or by light ment.
sanding, or both; (5) apply a liberal coat of CPVC solvent X2.3.4 Repairs—If a leak is discovered, that portion of the
cement to the pipe and apply a light coat of cement to the fitting system should be drained and the joint and fitting should be cut
socket; ( 6) assemble immediately by bottoming the pipe in the out. The pipe should be thoroughly dried and a new fitting
socket and rotating a quarter turn as the joint is assembled; and should be installed using couplings and short lengths of pipe.
(7) remove excess cement from the joint. If a joint has been X2.3.5 Soldering in the Area—Soldered metal joints should
properly made, a small bead of cement will always appear at not be made closer than 18 in. (460 mm) to an installed
the juncture between the pipe or tubing and the fitting. plastic-to-metal adapter in the same water line.

X3. OPTIONAL PERFORMANCE QUALIFICATION AND IN-PLANT QUALITY CONTROL PROGRAM

FOR CPVC HOT-WATER DISTRIBUTION SYSTEM COMPONENTS

X3.1 Scope X3.2 Performance Qualification

X3.1.1 The following program covers performance qualifi- X3.2.1 Performance qualification tests shall be run initially
cation and in-plant quality control for component design and on each component design, size, and formulation according to
manufacture respectively to provide reasonable assurance that the requirements of this specification. The test results shall be
CPVC hot-water distribution system components supplied independently certified, and shall be made available to the
under this specification shall consistently meet its require- purchaser on request.
ments.

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X3.3 In-Plant Quality Control TABLE X3.1 Suggested Quality Control Program
Component Property Frequency Method
X3.3.1 Material—The pipe, tubing, and fittings shall be
manufactured only from CPVC 4120 materials, as defined in Pipe and tubing outside diameter hourly 6.1.2.1
wall thickness hourly 6.1.2.1
Section 5 of this specification. The manufacturer shall so sustained pressure daily 6.2
certify. 6.1.3
Fittings socket diameter hourly 6.1.4.2
X3.3.2 Quality Control Testing—Pipe, tubing, and fitting external threads hourly 6.2
quality control tests shall be run for each extrusion line or mold sustained pressure daily 6.2
cavity in accordance with the requirements of this specification
at a frequency agreed upon between the purchaser and the
manufacturer. The program outlined in Table X3.1 is recom-
mended. The test results shall be recorded and filed for requirement. Components that do not meet the requirements of
inspection on request. Should a component fail to meet the this specification shall be rejected.

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specification in any test, production should be sampled back to X3.3.3 Marking—A code number shall be included on the
the previous acceptable test result and tested to determine pipe, tubing, and fittings that can be used to identify the
which components produced in the interim do not meet the manufacturer, the compound, and the date of manufacture.

ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned
in this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk
of infringement of such rights, are entirely their own responsibility.

This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and
if not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standards
and should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of the
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