Engineers are facing budgetary challenges especially in the current recession. Designing and building infrastructure to stay within budgets becomes the primary focus and municipal and consulting engineers can lose sight of project life and serviceability expectations.
This is particularly true when it comes to gravity pipe storm drainage systems and sanitary sewers.Too often decisions are based on the initial cost of the pipe and not enough consideration is given to the cost of proper installation, maintenance or rehabilitation costs and service life.
Municipalities should conduct assessments of the various gravity pipe systems that are available. It is
important to distinguish between the terms “pipe systems” and “pipe materials”. Pipe systems include
the pipe material, couplings or joints, fittings, connections to maintenance holes, and embedment
materials. A thorough pipe assessment will examine the following key issues:
Specifications and Standards: A technical assessment examines the specifications and standards that
are being referenced in the contract documents. Typical standards and specifications are produced by
agencies such as Canadian Standards Association and Ontario Provincial Standards. A particular
manufacturing standard will often reference a standard for a test method or an installation standard.
For example, OPSS 1840 – MATERIAL SPECIFICATION FOR NON-PRESSURE POLYETHYLENE PLASTIC PIPE
PRODUCTS includes references to AASHTO M 294 Standard Specification for Corrugated Polyethylene
Pipe, 300 to 1500-mm Diameter and ASTM F894 – 07 Standard Specification for Polyethylene (PE) Large
Diameter Profile Wall Sewer and Drain Pipe. These standards subsequently reference AASHTO Section 30
and ASTM D2321 – Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and
Other Gravity-Flow Applications.
ASTM D2321 references the engineer or his/her authorized representative on site 33 times and makes
him/her responsible for issues such as:
Quality Control: The engineer should establish what quality control programs are in place by a particular industry to ensure that the quality of the product produced and shipped to site is the quality that the
engineer expected when he/she specified the pipe material. In Ontario all concrete pipe is produced at
plants that are prequalified under the Plant Prequalification Program for precast concrete drainage
products. The Plant Prequalification Program covers all concrete pipe, concrete maintenance holes,
catch basins and fittings. OPSS 1820 Material Specification for Circular Concrete Pipe requires
manufacturers of circular concrete pipe to possess a current Prequalification Certificate issued under the
Plant Prequalification Program.
Structural Design: A structural failure of a culvert will result in a collapse of the highway pavement.Structural failures are usually very sudden with no warning to drivers using the highway.
There are significant differences between how a rigid concrete pipe and a flexible plastic or flexible steel
pipe function. It is imperative that engineers fully understand how a rigid pipe system such as reinforced
concrete pipe functions and how a flexible pipe system such as CSP or plastic PVC or HDPE functions;
furthermore, engineers must understand the differences between the two systems. Without a proper
understanding of gravity pipe systems, engineers may prepare inadequate material, installation and
testing specifications that ultimately result in premature maintenance or failures of the systems.
Additionally, engineers need to understand proper installation practices for both systems.
Ontario Provincial Standard Specification (OPSS) 410 states “Flexible Pipe means pipe that can deflect 2%
or more without cracking, such as polyvinyl chloride or polyethylene or steel pipe.” They have little
inherent strength and depend upon a properly installed and compacted soil embedment to achieve the
required design strength. A flexible pipe installation will typically receive less than 10% of the design
strength from the pipe itself with the remainder being provided by the soil embedment around the pipe.
Loss of the embedment due to washout or infiltration into the pipe due to leaky joints or corroded pipe
walls will cause the pipe to collapse.
OPSS 514 CONSTRUCTION SPECIFICATION FOR TRENCHING, BACKFILLING, AND COMPACTING states:
“Bedding material placed in the haunches must be compacted prior to continued placement of cover
material. Bedding requiring compacting shall be placed in layers not exceeding 200 mm in thickness,
loose measurement, and compacted to 95% of the maximum dry density before a subsequent layer is
placed. Bedding on each side of the pipe shall be completed simultaneously. At no time shall the levels on
each side differ by more than the 200 mm uncompacted layer.”
OPSS 410.07.16.05 states: “Ring deflection testing shall be performed on all pipe sewers constructed
using plastic pipe”. Engineers should always insist on deflection testing of the flexible pipe systems after
installation. This is usually done by manually pulling a deflection gauge or mandrel through the pipe.
Deflection testing should be carried out no sooner than 30 days after the soil over the pipe has been
installed to final grade. Some municipalities, such as the City of Hamilton and the Region of Niagara,
require a second test prior to final acceptance. This is a very good practice.
Rigid pipes will crack before they are deflected 2%. They have inherent pipe strength. Rigid pipes receive
additional support from the bedding cradle underneath the pipe when they are installed. Reinforced
concrete pipe design has traditionally been very conservative and concrete pipes are regularly
overdesigned. A concrete pipe will usually provide more than 60% of the required structural strength
with the remainder provided by the soil embedment. Regularly all or almost all of the design strength is
built into the pipe itself. As an example a 50D pipe would be acceptable for a particular design but the
engineer may specify 100D or 140D.
Water-Tightness and Joints: The type of joints available and the water tightness of the system can have a major impact on the structural stability of the system.
Hydraulics: The technical assessment should include an examination of the factors affecting hydraulics such as the Mannings ‘n’ factor of the pipe, actual inside diameter, deflection of a flexible pipe and
corrugation growth in externally corrugated plastic pipe products. If a culvert fails to perform as
required as a conduit due to deflection, clogging or other factors, catastrophic failures can occur.
Failures include a complete washout of the culvert or washout of the embedment soils around the
culverts which in turn causes a collapse of the culvert pipe and the pavement overhead.
Cost of Supply: Initial pipe cost should be considered in a financial assessment but the engineer is cautioned not to limit his or her decision solely to initial costs.
Cost of Proper Installation: Proper installation is essential especially in regards to flexible pipe systems as flexible pipe systems require approved embedment materials, appropriate trench widths and the
correct level of compaction completely around and over the pipe.
Maintenance Costs: What maintenance costs, if any, are anticipated over the life of the project? How do maintenance costs affect the initial pipe material choice?
Service Life versus Project Life: The engineer needs to decide what the expected life of the project isand then assess the available pipe materials to determine which products have a service life that equals
or exceeds the project life. Risk Assessment Modes of Failure: A risk assessment should look at the
different modes of failures of the available pipe products. The different modes of failure include:
Buckling due to poor installation of flexible
Corrosion of steel
Combustion of plastic
The best risk analysis is to examine the track record of a particular product and evaluate how well it has
performed in similar applications with similar heights of cover and traffic loads.
Additionally, installing gravity pipe in trenches where the use of a trench box or sheet piling is required
by the Department of Labour poses challenges for the engineer and the contractor, especially in regards
to the proper installation of flexible pipes. A future edition of the Concrete Pipe Journal will include an
article addressing installation of gravity pipes in trenches.
Municipalities can start to protect themselves from litigation due to failures of gravity pipe drainage
systems by conducting comprehensive assessments of the pipe systems that they are using.
Ontario Concrete Pipe Association welcomes comments on this article.
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