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Schedule 40/80 PVC Pipe & Fitting Specifications
Pipe Sizes & Dimensions
Schedule 40 & Schedule 80 PVC Pipe Specifications
Schedule 40 & Schedule 80 PVC Pipe Dimensions
General Specifications for Standard Schedule 40 & Schedule 80 Fabricated Drainage Fittings
General Specifications for Standard Schedule 40 & Schedule 80 Fabricated Pressure Fittings
Solvent Cement Joining Recommendations (Large Diameter PVC Joints)
Operating Temperature and De-Rating Factors
Schedule 40 & Schedule 80 PVC Pipe Specifications
APPLICATION
Corrosion resistant pressure pipe, IPS sizes 1/4" through 24", for use at temperatures up to and including 140°F. Pressure rating (120 psi to 1230 psi) varies with schedule, pipe size, and temperature.
Generally resistant to most acids, bases, salts, aliphatic solutions, oxidants, and halogens. Chemical resistance data is available
and should be referenced for proper material selection. Pipe exhibits excellent physical properties and flammability characteristics. Typical allications include: chemical processing, plating, high purity
applications, potable water systems, water and wastewater treatment, drainage, irrigation, agricultural, and other applications involving corrosive fluid transfer.
SCOPE
This specification outlines minimum manufacturing requirements for Polyviny Chloride (PVC) Schedule 40 & Schedule 80 iron pipe size (IPS) pressure pipe. This pipe is intended for use in applications where the fluid conveyed does
not exceed 140°F. This pipe meets and or exceeds the industry standards and requirements as set forth by the American Society for Testing and Materials (ASTM) and the National Sanitation
Foundation (NSF International).
PVC MATERIALS
The material used in the manufacture of the pipe shall be rigid polyvinyl chloride (PVC) compound, Type 1 Grade 1, with a Cell Classification of 12454 as defined in ASTM D1784, trade name designation
H707 PVC. This compound shall be white or gray in color as specified, and shall be approved by NSF International for use with potable water (NSF Std 61).
DIMENSIONS
All sizes of PVC Schedule 40 & Schedule 80 pipe shall be manufactured in strict accordance to the requirements of ASTM D1785 for physical dimensions and tolerances. Each prodution run of pipe manufactured in compliance to this standard,
shall also meet or exceed the test requirements for materials, workmanship, burst pressure, flattening, and extrusion quality defined in ASTM D1785. All belled-end pipe shall have tapered sockets to create an interferenceptype fit, which meet or exceed the
dimensional requirements and the minimum socket length for pressure-type sockets as defined in ASTM D2672. All PVC Schedule 80 pipe must also meet the requirements of NSF Standard 14 and CSA Standard B137.3 rigid PVC pipe for pressure applications,
and shall bear the mark of these Listing agencies. This pipe shall have a flame spread rating of 0-25 when tested for surface burning characteristics in accordance with CAN/ULC-S102-2-M88 or equivalent.
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Schedule 40 PVC Pipe Dimensions
PIPE SIZE
O.D.
AVE.
I.D.
MIN
WALL
NOM.
WEIGHT
(Wt./ft.)
MAX.
W.P.
PSI
1/4"
.540
.344
.088
.086
780
3/8"
.675
.473
.091
.115
620
1/2"
.840
.602
.109
.170
590
3/4"
1.050
.804
.113
.226
480
1"
1.315
1.029
.133
.333
450
*1-1/4"
1.660
1.360
.140
.450
370
*1-1/2"
1.900
1.590
.145
.537
330
*2"
2.375
2.047
.154
.720
280
2-1/2"
2.875
2.445
.203
1.136
300
*3"
3.500
3.042
.216
1.488
260
3-1/2"
4.000
3.521
.226
1.789
240
*4"
4.500
3.998
.237
2.118
220
5"
5.563
5.016
.258
2.874
190
*6"
6.625
6.031
.280
3.733
180
*8"
8.625
7.942
.322
5.619
160
*10"
10.750
9.976
.365
7.966
140
*12"
12.750
11.889
.406
10.534
130
*14"
14.000
13.073
.437
12.462
130
*16"
16.000
14.940
.500
16.286
130
*18"
18.000
16.809
.562
20.587
130
*20"
20.000
18.743
.593
24.183
120
*24"
24.000
22.544
.687
33.652
120
Schedule 80 PVC Pipe Dimensions
PIPE SIZE
O.D.
AVE.
I.D.
MIN
WALL
NOM.
WEIGHT
(Wt./ft.)
MAX.
W.P.
PSI
1/4"
.540
.282
.119
.105
1130
3/8"
.675
.403
.126
.146
920
1/2"
.840
.526
.147
.213
850
3/4"
1.050
.722
.154
.289
690
1"
1.315
.936
.179
.424
630
1-1/4"
1.660
1.255
.191
.586
520
1-1/2"
1.900
1.476
.200
.711
470
2"
2.375
1.913
.218
.984
400
2-1/2"
2.875
2.290
.276
1.500
420
3"
3.500
2.864
.300
2.010
370
3-1/2"
4.000
3.326
.318
2.452
350
4"
4.500
3.786
.337
2.938
320
5"
5.563
4.768
.375
4.078
290
6"
6.625
5.709
.432
5.610
280
8"
8.625
7.565
.500
8.522
250
10"
10.750
9.493
.593
12.635
230
12"
12.750
11.294
.687
17.384
230
14"
14.000
12.410
.750
20.852
220
16"
16.000
14.213
.843
26.810
220
18"
18.000
16.014
.937
33.544
220
20"
20.000
17.814
1.031
41.047
220
24"
24.000
21.418
1.218
58.233
210
*Sizes are marked as being in compliance with ASTM D1785 (pressure pipe) and ASTM D2665 (drain, waste & vent pipe--DWV).
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The pressure ratings given are for water, non-shock, @ 73°F. The following temperature de-rating factors are to be applied
to the working pressure ratings (WP) listed when operating at elevated temperatures.
OPERATING
TEMPERATURE (°F)
DE-RATING
FACTOR
73
1.00
80
0.88
90
0.75
100
0.62
110
0.51
120
0.40
130
0.31
140
0.22
Multiply the working pressure rating of the selected pipe at 73°F, by the appropriate de-rating factor to determine the maximum working pressure rating of the pipe at the elevated temperature chosen.
EXAMPLE: 10" PVC SCHEDULE 80 @ 120°F = ?
230 psi x 0.40 = 92 psi max. @ 120°F
THE MAXIMUM SERIVCE TEMPERATURE FOR PVC IS 140°F.
Solvent cemented joints should be utilized when working at or near maximum temperatures.
Threading of Schedule 40 PVC pipe is not a recommended practice due to insufficient wall thickness. Thread only Schedule 80 or heavier walls. Threading requires a 50% reduction in pressure rating stated for plain end pipe @ 73°F.
Chemical resistance data should be referenced for proper material selection and possible de-rating when working with fluids other than water.
ASTM STANDARD D1784 MATERIAL EQUIVALENTS: Cell Classification 12454 = PVC Type 1 Grade 1 = PVC 1120
Pipe sizes shown are manufactured in strict compliance with ASTM D1785
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General Specifications for Standard Schedule 40 and Schedule 80 PVC Fabricated Drainage Fittings
Scope
This specification is applicable to fabricated fittings, as furnished by Harrison Machine & Plastic Corporation, as they pertain to (PVC) Polyvinyl
Chloride Schedule 40 & Schedule 80 fitting configurations.
Materials of Construction
(PVC) Polyvinyl Chloride
Fittings are to be manufactured from PVC material which meets or exceeds the requirements of ASTM D-1784, cell classification 12454B, Type 1, Grade 1.
Pressure pipe used in fabrication must conform to ASTM D-1785 (Schedule 40 & Schedule 80) or ASTM D-2241 (SDR-26 & SDR-41) and listed by the National
Sanitation Foundation (NSF) for potable water applications.
Sheet stock material (where used) must conform to ASTM D-1784, cell classification 12454B, Type 1, Grade 1, normal impact, and manufactured without the
use of plasticizers or fillers.
Solvent Cement and Welding Rod (PVC)
All solvent cements used, to conform to ASTM D-2564, listed by NSF for potable use applications
Welding rod used in the manufacture of the above fittings, shall conform to ASTM D-1784, cell class 12454B for PVC
Assembly and Construction Procedures
Fittings shall be Butt Fusion (machine) welded where feasible or hand welded (fillet welded) by qualified and experienced craftsman trained in the art
of thermoplastic welding and fabrication.
PVC Schedule 40 fittings will be white or gray in color (this color code applies to both pressure and drainage patterns)
Fitting diameters, 18", 20", & 24", as a customer option, may also be constructed from SDR-26 or SDR-41 pipe dependent upon the pressure rating required (i.e. 160 psi or 100 psi).
Dimensional Specifications
All cataloged fitings to be constructed in accordance with Harrison Machine and Plastic Corporation, published drawings. Non-cataloged fittings will be furnished in accordance to or as
agreed upon customer specifications.
All female sockets shall have an interference fit with corresponding size pipe. Refer to Table 2
Component cut length dimension tolerances of ±.500"
Angle (change of direction tolerances of ±2°
Product Quality
All fitting welds (hand and machine) shall be 100% spark tested
Fiberglass reinforced fittings shall be as free as possible from visual defects such as foreign inclusions, air bubbles or delamination
Random inspection performed daily by floor supervisor
TABLE 1
Pertains to pipe stock used in fabrication (fittings are not pressure rated)
Maximum Working Pressure (psi) @ 73°F
Size
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
SDR-41
100
100
100
100
100
100
100
100
100
100
SDR-26
160
160
160
160
160
160
160
160
160
160
Sch 40
220
180
160
140
130
130
130
130
130
130
Sch 80
320
280
250
230
230
220
220
220
220
220
TABLE 2
Tapered Belled/Socket Dimensions for PVC & CPVC Schedule 40 & Schedule 80 Fittings
Socket Entrance
Socket Bottom
Socket Depth
Nominal
Pipe Size
I.D.
Minimum
I.D.
Maximum
I.D.
Minimum
I.D.
Maximum
Schedule 40
Schedule 80
4"
4.509"
4.527"
4.482"
4.500"
1.875"
1.875"
6"
6.636"
6.658"
6.603"
6.625"
3.000"
3.000"
8"
8.640"
8.670"
8.595"
8.625"
4.000"
4.000"
10"
10.761"
10.791"
10.722"
10.752"
5.000"
5.000"
12"
12.763"
12.793"
12.721"
12.751"
6.000"
6.000"
14"
14.030"
14.045"
13.985"
14.000"
7.000"
7.000"
16"
16.037"
16.052"
15.985"
16.000"
8.000"
8.000"
18"
18.041"
18.056"
17.985"
18.000"
9.000"
9.000"
20"
20.045"
20.060"
19.985"
20.000"
10.000"
10.000"
24"
24.060"
24.075"
24.000"
24.015"
12.000"
12.000"
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General Specifications for Standard Schedule 40 & Schedule 80 PVC Fabricated Pressure Fittings
Scope
This specification is applicable to fabricated fittings, as furnished by Harrison Machine & Plastic Corporation,
as they pertain to (PVC) Polyvinyl Chloride Schedule 40 & Schedule 80 fitting configurations.
Materials of Construction
(PVC) Polyvinyl Chloride
Fittings are to be manufactured from PVC material which needs or exceeds the requirements of ASTM D-1784, cell classification
12454B, Type 1, Grade 1.
Pressure pipe used in fabrication must conform to ASTM D-1785 (Schedule 40/80) or ASTM D-2241 (SDR-26/41) and listed
by the National Sanitation Foundation (NSF) for potable water applications.
Sheet stock material (where used) must conform to ASTM D-1784, cell classification 12454B, Type 1, Grade 1, normal impact,
manufactured without the use of plasticizers or fillers.
Solvent Cement and Welding Rod (PVC)
All solvent cements used, conform to ASTM D-2564, listed by NSF for potable use applications.
Welding rod used in the manufacture of the above fittings, shall conform to ASTM D-1784, cell class 12454B for PVC, and shall be of a
material compatible with the corresponding pipe/sheet stock.
Assembly/Construction Procedures
Fittings shall be Butt Fusion (machine) welded where feasible or hand welded (fillet welded) by qualified and experienced craftsman trained in the
art of thermoplastic welding and fabrication.
All pressure fittings, with the exception of formed elbows, couplings, reducer couplings and reducer bushings will be 100% fiberglass reinforced with multiple
layers or mat and resin to increase the base pressure rating of the fitting to meet or exceed the desired performance pressure rating
of the corresponding diameter and wall Schedule of pipe. Refer to Table 1.
PVC Schedule 40 fittings will be white in color, while PVC Schedule 80 fittings will be dark gray in color.
This color code applies to both pressure and drainage patterns.
Fitting diameters, 18", 20", & 24" as a customer option, may also e constructed from SDR-26 or SDR-41 pipe dependent upon the pressure rating required
(i.e. 160 psi or 100 psi).
Dimensional Specifications
All cataloged fittings to be furnished in accordance with Harrison Machine and Plastic Corporation, published drawings. Non-cataloged fittings
will be furnished in accordance to or as agreed upon customer specifications.
All female sockets shall have an interference fit with corresponding size pipe. Refer to Table 2
Component cut length tolerances of ±.500".
Angle (change of direction) tolerances of ±2°.
Product Quality
All fitting welds (hand and machine) shall be 100% spark tested
Fiberglass reinforced fittings shall be as free as possible from visual defects such as foreign inclusions, air bubbles or delamination
Random inspection performed daily by floor supervisor
TABLE 1
Pertains to pipe stock used in fabrication (fittings are not pressure rated)
Maximum Working Pressure (psi) @ 73°F
Size
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
SDR-41
100
100
100
100
100
100
100
100
100
100
SDR-26
160
160
160
160
160
160
160
160
160
160
Sch 40
220
180
160
140
130
130
130
130
130
130
Sch 80
320
280
250
230
230
220
220
220
220
220
TABLE 2
Tapered Belled/Socket Dimensions for PVC & CPVC Schedule 40 & Schedule 80 Fittings
Socket Entrance
Socket Bottom
Socket Depth
Nominal
Pipe Size
I.D.
Minimum
I.D.
Maximum
I.D.
Minimum
I.D.
Maximum
Schedule 40
Schedule 80
4"
4.509"
4.527"
4.482"
4.500"
1.875"
1.875"
6"
6.636"
6.658"
6.603"
6.625"
3.000"
3.000"
8"
8.640"
8.670"
8.595"
8.625"
4.000"
4.000"
10"
10.761"
10.791"
10.722"
10.752"
5.000"
5.000"
12"
12.763"
12.793"
12.721"
12.751"
6.000"
6.000"
14"
14.030"
14.045"
13.985"
14.000"
7.000"
7.000"
16"
16.037"
16.052"
15.985"
16.000"
8.000"
8.000"
18"
18.041"
18.056"
17.985"
18.000"
9.000"
9.000"
4"
20.045"
20.060"
19.985"
20.000"
10.000"
10.000"
24"
24.060"
24.075"
24.000"
24.015"
12.000"
12.000"
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Solvent Cement Joining Recommendations (Large Diameter PVC Joints)
These quidelines specifically address recommended procedures required in successfully making solvent
weld joints for large diameter systems (i.e. 8" through 24"). Solvent cemented joints represent the final
important steps in making the system either a success or a failure. It is imporant that these instructions
are carefully followed.
Important to all successful solvent weld joints there are "FOUR" important ingredients:
It is essential that surfaces to be cemented are clean and free of foreign matieral. If permitted to remain, grease,
oil, ink, etc. can interfere with the solvent cementing process and reduce the strength of the bond.
Joining surfaces (pipe & fitting) must be dissolved and made soft.
Sufficient cement must be applied to fill gaps beween pipe & fitting.
Assembly of pipe & fitting must be made while the surfaces are both wet and fluid
Large diameter joints are very similar to those for smaller diameters, in that both have tapered sockets. Tapered sockets
have the capability of providing a fused joint at the socket bottom and a bonded joint at the top of the socket, resulting in a quality seal
particularly in pressure applications. Tapered sockets, however, also result in a situation wher ethe pipe will tend to "push-out" immediately
after the pipe is inserted into the fitting socket. Care must be taken to hold the pipe in place until the cement begins to set.
As with any solvent cemented joints, the pipe must be cut square and cleaned. Large diameter PVC pipe may be cut with a skill-saw and a carbide tipped blade.
A circular blade with 20 or less teeth is preferred over a finer blade with tends to heat the PVC material as it cuts, resulting in a molten PVC
residue producing a rough cut. The use of a "pipe-belt" is recommended to ensure a straight cut.
After the pipe is cut to length, the outside and inside edges are to be deburred. This can be easily achieved by scraping these edges with a sharp edged
piece of steel (i.e. file). This is a relatively easy step and only takes a few moments, but is a critical step.
Two or more pipe fitters are stongly recommended when making large diameter joints due to the bulk and weight of the system as well as the need to apply cement and primer
as quickly as possible.
Align the pipe & fitting as close to its final position as possible. Elevate both the pipe & fitting so that the entire circumference is accessible.
Mechanical devices, such as come-alongs, are strongly recommended to pull the pipe into the fitting socket. The use of chains to "grasp" the pipe is an option but they may also slip.
Sufficient cable or chain, enough to run the entire length of 20 foot joint(s) of pipe, must be laid out on either side of the joint, prior to assembly. Additional cable must be added in order to secure it to a 4x4 block,
extending approximately 1 foot beyond the pipe on side. Cumbersome as it might appear, this method offers a more positive
pull than other methods.
(Note: A chain sling may be used on the fittings providing it results in a "straight" pull.)
At this point, available manpower working in unison, is used to keep all components in place. Be sure the pipe & fitting are free to trasvel the required
distance to seat at the fitting socket bottom. Mark the depth of the socket on the pipe, plus six inches, as an indication of pipe insertion depth. The
two cable come-alongs are immediately hooked up at 3:00 and 9:00, so that after application of primer and solvent the joint may be pulled togeher.
When the chains (cables) are in place joint preparation now takes place.
PC-64 Primer-Cleaner, clean pipe and fitting surfaces with a cotton rag to remove any moisture and excessive dirt.
After properly cleaning pipe surfaces, using PC-64 Primer-Cleaner and a 3" to 4" wide brush, liberally apply the primer so that it flows on to and soaks
into the plastic, resulting in a softening of the surfaces for maximum weldability. The primer should be applied to the pipe ends and to an area equal to the
corresponding fitting socket depth plus approximately 4 inches. The primer will remove the glossy surface, dirt and surface printing. A properly primed surface will
have a uniform dull surface which will beging to soften.
Prime the fitting socket in the same manner as described above. A second coating of primer may then be needed on the pipe to assure wet surfaces
Using Gray Medium-Body Cement, liberally apply the solvent, again using a 3" to 4" brush, to both the fitting socket and pipe surface.
Do not overbrush the solvent. When done properly, very little of the surface areas, to be joined should be visible A thick even coat is needed to fill the gap between
pipe & fitting.
Note: It may be advisable to pour the primer and solvent into larger "wide-mouth" containers, prior to use to accomodate the 3" to 4" brushes.
Important: It is advisable to utilize two or more pipe fitters. One will apply primer/solvent to the fitting socket and the other to the pipe surface, simultaneously
and quickly. The joint surfaces must be fluid when making the joint.
Using the come-along, pull joint together, drawing the pipe into the fitting socket until the pipe has reached the fitting stop (socket bottom). Observe
the previously measured pipe markings to ensure pipe that the pipe is seated. At this point, the cement will ooze toward the bottom of the pipe and fill a small
section inside the fitting. Remove as much visible excess cement as can be reached. One very large diameter systems, "Do not venture inside the system to inspect
the joint or to clean the solvent. The fumes can be dangerous."
Any excess solvent on the outside of the joint should also be removed, to avoid puddling and for appearance.
Continue come-along pressure, holding the pipe into the fitting socket for approximately 15 minutes (or until the solvent begins to set-up), to prevent the pipe from "pushing-out".
Pressure test the system only after the joints have cured. Refer to curing schedules as defined by the solvent manufacturer which are primarily dependent upon temperature.
The above are recommendations only. Site conditions vary greatly. Harrison Machine & Plastic Corporation cannot be held responsible for results.
Equipment Needed for Installation/Assembly
Tape Measure
Pipe Belt
File
Clean Cotton Rags
Come-Alongs
Primer
Patience
Pencil
Saw & Circular Blade
Cement
Cleaner
Buckets
3" to 4" Brushes
11614 State Route 88
Garrettsville, OHIO 44231
Tele: 1-(330)-527-5641
Fax: 1-(330)-527-5640
TERMS AND CONDITIONS
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