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FRP Bridge Drain Pipe
      Systems

    Basic Design
  Characteristics for
Successful Installations
Points of Concern
• Expansion and Contraction
Free Floating Connection




    Bridges are dynamic structures where slight shifts and vibrations are
 expected. The dynamic forces of both the bridge and drainage system don’t
 always agree. Leaving a free floating connection between deck outlets and
the subsequent pipe is one way to account for these anticipated movements.
Expansion Joints
For Approximately 200’ of Horizontal
Pipe 1 Expansion Joint is Required

The Thermal Expansion Coefficient
Value for FRP is 0.000014 in/in/F
So the Typical Expansion Formula is
ΔL (in) = L (in) x ΔT (F) x 0.000014

Anticipated Expansion of Pipe @
ΔT=100° & L=2400” ==> ΔL=3.36”
The Total Length of Movement for the
 Expansion Joint Fitting in Most Pipe
   Diameters is Approximately 7”
Points of Concern
• Expansion and Contraction
• System Slope
Slope Requirement of >2%
It is essential for conveyance systems being installed to meet these
minimum slope requirements. While fiberglass pipe does have an
excellent Hazen-Williams coefficient of 150, without the proper
slope, systems will become more likely to collect debris and clog.
Slope in Respect to Angle
   Slope (%) = (Rise/Run) * 100
     Angle = Arctan(Rise/Run)

      Example: Slope = 2%
     (Rise/Run) = .02 unit/unit
    Angle = Arctan(.02) = 1.15°

     Example: Slope = 3.5%
    (Rise/Run) = .035 unit/unit
     Angle = Arctan(.035) = 2°
Custom Fittings to Match
Any Slope You May Need
Points of Concern
• Expansion and Contraction
• System Slope
• Clean Outs
Clean Out Considerations
By placing clean out plugs at
 the end of long runs of pipe
maintenance crews will have
    the ability to service any
 potential system clogs. With
 clean outs its not always the
     quantity that matters.
  Strategic placement of the
      clean outs is just as
important. By placing a clean
  out in a hard to reach area
    crews may not have the
  required access to preform
       the needed work.
Points of Concern
•   Expansion and Contraction
•   System Slope
•   Clean Outs
•   Horizontal Curves
Horizontal Curve Performance
Our Product Exceeds a Stiffness Factor
value of 200 in^3·lbf/in^2 @ 5% Deflection
This Means that Approximately 1’ of
Deflection is Allowed Per 21’ Run of Pipe
If 1’ Deflection is Insufficient, Small Angled
Elbows in the Range of 1°- 5°can be
Added to Match the Horizontal Curves
Points of Concern
•   Expansion and Contraction
•   System Slope
•   Clean Outs
•   Horizontal Curves
•   System Outlets
System Outlets




A bent system outlet and a high class riprap will help
   minimize erosion at the base of the structure
Points of Concern
•   Expansion and Contraction
•   System Slope
•   Clean Outs
•   Horizontal Curves
•   System Outlets
•   Hanger System
System Supports
   Design Engineers Should Locate Pipe Supports Near
Directional Changes and Socket Connections to Ensure All
Joints Will Stay Secure Throughout the Systems Lifecycle
 For Most Pipe Diameters Be Sure to Include a Hanger at
 Least Once Every 20 Feet of Horizontal Pipe That Runs
              Parallel With the Bridge Deck
Recommended Maximum
   Support Spacing
Pipe    Support   Minimum        Hanger        Hanger
Size    Spacing    Support      Load Pipe     Load Pipe
(in.)     (ft.)   Width (in.)   Only (lbs.)    & Water
                                                (lbs.)
 4       16.5        1¼            21.5         145
 6       18.3        1½            36.6         288
 8       20.2        1¾            52.6         518
 10      21.3        1¾            70.3         829
 12      22.4         2            87.4         1221
 14      23.2         2           104.1         1708
 16      24.0        2½           124.8         2268
 18      24.8         3           143.9         2932
 20      25.7        3¾           218.5         3634
 24      26.7        4½           272.4         5586
Do you have specific questions
about the system you are currently
designing that we did not already
answer?
Please give us a call and we would
be more than happy to further
discuss your unique situation and
help find a solution!
Call Nathan Peters at (636) 938-
6313

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FRP Bridge Drain Pipe Systems

  • 1. FRP Bridge Drain Pipe Systems Basic Design Characteristics for Successful Installations
  • 2. Points of Concern • Expansion and Contraction
  • 3. Free Floating Connection Bridges are dynamic structures where slight shifts and vibrations are expected. The dynamic forces of both the bridge and drainage system don’t always agree. Leaving a free floating connection between deck outlets and the subsequent pipe is one way to account for these anticipated movements.
  • 4. Expansion Joints For Approximately 200’ of Horizontal Pipe 1 Expansion Joint is Required The Thermal Expansion Coefficient Value for FRP is 0.000014 in/in/F So the Typical Expansion Formula is ΔL (in) = L (in) x ΔT (F) x 0.000014 Anticipated Expansion of Pipe @ ΔT=100° & L=2400” ==> ΔL=3.36”
  • 5. The Total Length of Movement for the Expansion Joint Fitting in Most Pipe Diameters is Approximately 7”
  • 6. Points of Concern • Expansion and Contraction • System Slope
  • 8. It is essential for conveyance systems being installed to meet these minimum slope requirements. While fiberglass pipe does have an excellent Hazen-Williams coefficient of 150, without the proper slope, systems will become more likely to collect debris and clog.
  • 9. Slope in Respect to Angle Slope (%) = (Rise/Run) * 100 Angle = Arctan(Rise/Run) Example: Slope = 2% (Rise/Run) = .02 unit/unit Angle = Arctan(.02) = 1.15° Example: Slope = 3.5% (Rise/Run) = .035 unit/unit Angle = Arctan(.035) = 2°
  • 10. Custom Fittings to Match Any Slope You May Need
  • 11. Points of Concern • Expansion and Contraction • System Slope • Clean Outs
  • 13. By placing clean out plugs at the end of long runs of pipe maintenance crews will have the ability to service any potential system clogs. With clean outs its not always the quantity that matters. Strategic placement of the clean outs is just as important. By placing a clean out in a hard to reach area crews may not have the required access to preform the needed work.
  • 14. Points of Concern • Expansion and Contraction • System Slope • Clean Outs • Horizontal Curves
  • 15. Horizontal Curve Performance Our Product Exceeds a Stiffness Factor value of 200 in^3·lbf/in^2 @ 5% Deflection This Means that Approximately 1’ of Deflection is Allowed Per 21’ Run of Pipe If 1’ Deflection is Insufficient, Small Angled Elbows in the Range of 1°- 5°can be Added to Match the Horizontal Curves
  • 16. Points of Concern • Expansion and Contraction • System Slope • Clean Outs • Horizontal Curves • System Outlets
  • 17. System Outlets A bent system outlet and a high class riprap will help minimize erosion at the base of the structure
  • 18. Points of Concern • Expansion and Contraction • System Slope • Clean Outs • Horizontal Curves • System Outlets • Hanger System
  • 19. System Supports Design Engineers Should Locate Pipe Supports Near Directional Changes and Socket Connections to Ensure All Joints Will Stay Secure Throughout the Systems Lifecycle For Most Pipe Diameters Be Sure to Include a Hanger at Least Once Every 20 Feet of Horizontal Pipe That Runs Parallel With the Bridge Deck
  • 20. Recommended Maximum Support Spacing Pipe Support Minimum Hanger Hanger Size Spacing Support Load Pipe Load Pipe (in.) (ft.) Width (in.) Only (lbs.) & Water (lbs.) 4 16.5 1¼ 21.5 145 6 18.3 1½ 36.6 288 8 20.2 1¾ 52.6 518 10 21.3 1¾ 70.3 829 12 22.4 2 87.4 1221 14 23.2 2 104.1 1708 16 24.0 2½ 124.8 2268 18 24.8 3 143.9 2932 20 25.7 3¾ 218.5 3634 24 26.7 4½ 272.4 5586
  • 21. Do you have specific questions about the system you are currently designing that we did not already answer? Please give us a call and we would be more than happy to further discuss your unique situation and help find a solution! Call Nathan Peters at (636) 938- 6313