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The
following tables offer a good visualization of the differences which exist for
various common size carbon steel pipe at different ASTM thickness schedules.
The dimensions of the blue thickness bars are technically to scale, although
they may display and print out differently depending upon your specific
computer system and monitor resolution.
The tables are meant to serve as a
general guide in illustrating the different relevant thicknesses between
different pipe schedules, and their importance to reliable system operation -
not as an absolute dimensional
template.
Table P-3 of wall thickness
dimensions clearly illustrates the significant difference which exists between
standard and extra strong pipe. A much greater difference exists at the larger
diameter piping, although the additional pipe wall is usually most needed at
the smaller and typically threaded pipe sizes.
For 10 in. and under, schedule 40 is
equal to standard pipe, and schedule 80 is equal to extra heavy - although for
larger sizes, the thickness of schedule 80 defined pipe will increase
significantly.

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12
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0.375
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0.500
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10
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0.365
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0.500
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8
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0.322
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0.500
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6
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0.280
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0.432
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5
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0.258
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0.375
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4
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0.237
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0.337
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3
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0.216
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0.300
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2-1/2
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0.203
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0.276
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2
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0.154
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0.218
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1-1/2
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0.145
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0.200
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1-1/4
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0.140
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0.191
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1
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0.133
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0.179
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3/4
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0.113
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0.154
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1/2
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0.109
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0.147
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Today's common use of schedule 20
and schedule 10 pipe for various services is based upon the operating pressure
rating it carries, and not its thickness value. The use of schedule 40 pipe,
considered as "thin wall" to the use of schedule 80 decades ago, is now
reduced another 50% in thickness by choosing to install schedule
10.
The below table well illustrates the
limited amount of wall thickness offered by such extremely thin wall pipe. In
most applications, this allows little or no room for corrosion to occur before
reaching minimum acceptable thickness limits, and failure.

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12
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0.250
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n/a
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10
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0.250
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0.188
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8
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0.250
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0.188
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6
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n/a
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0.134
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5
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n/a
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0.134
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4
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n/a
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0.120
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3
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n/a
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0.120
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2-1/2
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n/a
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0.120
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2
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n/a
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0.109
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1-1/2
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n/a
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0.109
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1-1/4
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n/a
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0.109
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1
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n/a
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0.109
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3/4
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n/a
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0.083
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1/2
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n/a
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n/a
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Very
often, an examination of pipe, whether by ultrasound of metallurgical means,
will provide a range of remaining wall thickness values. Where threaded pipe is
involved, that measured wall thickness value, minus its thread cut, will show
the true remaining thickness at the pipe ends, valves, elbows, tees, and other
fixtures.
In many examples, remaining thickness
at the threads of 0.025 in. and below is not unusual - and offers an easy
explanation of why such failures occur. CVI strongly recommends the use of
heavier schedule 80 steel pipe in condenser or open process water applications,
or wherever a corrosion rate greater that 2 MPY is likely to exist.
See Technical Bulletin
# P-1 for more about the effect of wall loss in threaded
applications.
The below table
of relative wall thickness well illustrates the threat existing where pipe has
been deteriorated to such lowest limits.

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0.500
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0.400
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0.375
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0.300
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0.250
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0.200
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0.150
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0.100
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0.075
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0.050
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0.030
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0.025
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0.015
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0.010
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To
put it in perspective - an 8 in. condenser water or open piping system
constructed in 1940 would have typically used schedule 80 pipe having a wall
thickness of 0.500 in., and still be in service today. That same system
constructed in 1980 would have used schedule 40 pipe with a wall thickness of
0.322 in. Remaining service would be generally dependant upon corrosion
activity during that time.
Today,
schedules 20 and 10 are commonly found, having original thickness values for 8
in. pipe of only 0.250 in. and 0.188 in respectively. This offers very limited
room for any corrosion to occur, and even under good corrosion control of 2-3
MPY, nowhere near the service life expectancy of older piping systems.

Ultrasonic
investigations performed by CVI have routinely documented the advanced failure
of more current piping installations using schedule 40, 20 or 10. Surprisingly,
such failures even exist where the original pipe within the same system can be
shown having decades of remaining service life. This is due to a complicated
and interrelated set of factors which have developed over the past 30 years.
Review a summary of
piping quality, operating, and design changes which have
occurred.
©
Copyright
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