Culvert Installation: All You Need to Know

22, Jul. 2024

 

Culvert Installation: All You Need to Know

To determine the right culvert size for your situation, you need to consider the dynamics of stream flow and how it changes with the seasons. Peak flow usually is during spring runoff, and it tails off from late summer to early fall. These annual fluctuations can seriously erode exposed soil and cause inadequate crossing structures to fail. As a consequence, culverts should be sized ' at a minimum ' to handle the annual peak flow, and installed in a manner that will protect the culvert's strength over time.

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Culverts are made from corrugated metal or plastic tubes positioned in a crossing to allow water to pass through without damaging the roadway. The culvert's corrugation provides a greater strength-to-weight ratio than a smooth pipe. This helps support the weight of vehicles, while mimicking the roughness of a natural stream bottom, which slows the speed of flowing water. Follow the culvert installation steps outlined in this article, and you can install a culvert wherever you need it.

Small streams often crisscross rural land, and even those that remain dry for most of the year may have steep banks that prevent vehicles from crossing. The simplest way to safely drive across such an obstacle, while protecting the stream, is to install a culvert and earth bridge .

Learn the proper culvert design, size, materials and procedures for safe travel over streams and ditches. Culvert installation will run smoothly if you follow this advice.

Many methods exist to determine a culvert's correct size. The easiest is one in which field measurements are taken of the stream's cross section when the stream flow is at its lowest, in late summer or early fall. To take the measurements, you will need a tape measure, four stakes, a hammer, string and a notepad.

  1. Begin by scouting the intended crossing. Look along the stream banks for the highest water mark. This is where any vegetation meets bare dirt and rock along the river bank in stakes at the high water marks on each bank and tie a string between them. Measure the distance between the stakes and record it as the 'high water stream width' (HWSW).
  2. Next, locate the lowest water mark. Typically, it borders the flattest portion of the stream bottom. Establish the other two stakes at this level and measure as you did for the high water marks; record this length as the 'low water stream width' (LWSW).
  3. The final measurement is the depth of the stream at high water. This is the distance between the stream bottom and the high-water-line string. If the stream bottom is highly irregular, you will need to take several measurements and average them.

Now use this simple formula to determine the stream's cross-section area (A):

A = (HWSW+LWSW/2) x Depth

A = (5+2/2) x 1

A = 3.5

As shown in this example, if you measured 5 feet as the HWSW, 2 feet for the LWSW and 1 foot for the stream depth at high water, then the stream's cross-section area would be 3.5 square feet.

The culvert's cross-section area should be at least 1.25 times the cross-section area of the stream, if the culvert is for a shallow ditch or seasonal stream. But if the stream is subject to flooding, you should install a larger culvert in order to avoid damage due to water backing up and flowing over the roadway during flooding. If flooding is likely, multiply the stream area by 1.75 (for 25-year floods) or by 3 (for 50- to 100-year flood levels).

In the three examples above, the culvert cross-section areas would be: 3.5 x 1.25 = 4.375; 3.5 x 1.75 = 6.125; or 3.5 x 3 = 10.5.

Determining Length Prior to Culvert Installation

Culvert lengths depend on how wide you want your roadway, as well as the diameter of the culvert and the depth of the dirt fill placed on top of the culvert to make the earthen bridge. Culverts should be set perpendicular (90 degrees) to the road's centerline. (Culverts not set in at 90 degrees will require a greater length.)

To calculate the length (L) of the culvert you'll need, add up the width of the roadbed (RB), the width of the two side slopes (SW), plus 1-foot extensions (E) at either end of the culvert:

L = RB + SW + 2E

The side width (SW) will depend upon the diameter of the culvert (CD), the depth of the road fill (RF) and the slope of the sides (S):

SW = (CD + RF) x S x 2

For example, if you want a 10-foot-wide roadbed and you have a 24-inch-diameter culvert, 1 foot of earthen fill on top of the culvert, a standard 1.5:1 side slope (1 1/2 feet wide for every 1 foot in height) and 1-foot extensions on either side, the calculation is:

SW = 2-foot culvert diameter + 1-foot fill = 3 feet x 1.5 slope = 4.5 x 2 = 9

L = 10-foot roadbed + 9 feet of side width + 2 feet of culvert extensions

This example computes to a culvert 21 feet long.

If you're concerned about the accuracy of your math, contact an Extension agent, state forester or professional consultant to have the figures double-checked before you buy the culvert. Also, check with state and federal agencies for regulations concerning activities within stream zones. Although installing a culvert is permissible under most regulations, you may be required to follow certain guidelines, including what time of year you install the culvert (usually late summer or early fall) or how to dam the water flow, if necessary, while you execute the installation.

Culvert Installation Steps

Culverts can be purchased at farm or building supply stores. Sometimes, highway departments, the Forest Service or Bureau of Land Management have old culverts in usable condition that can be bought for less than a new one.

You will need a backhoe or excavator and a soil compactor when installing all but the smallest culverts. Excavate the streambed 6 inches deep to make space for the fill on which the culvert will sit. As you excavate, follow the existing streambed gradient (slope), which typically will run from 2 percent to 6 percent. A slope of less than 2 percent can result in excess buildup of sediment and debris inside the culvert, so be careful to get this right. If the culvert is set too high on either end, water can work its way underneath the tube, causing the bridge to wash out; if the culvert is set too deep, it can plug with debris.

After the excavation, spread a 6-inch-deep bed of rock-free soil or sand over the bottom and compact it with a mechanical soil compactor or a blunt-ended, long-handled compacting tool. When compacted, the fill will be about 4 inches deep, allowing the culvert to be set slightly below the stream grade so the water will drop a bit as it enters. Now, place and center your culvert, being careful to minimize any abrasions to the pipe's protective exterior coating.

Next, fill around the culvert with 6-inch layers of dirt. Compact each layer before you add another and be especially sure the fill material adjacent to the culvert is rock-free. Continue adding fill over the culvert to a depth of at least 1 foot; this will protect the culvert from failure due to the weight of road traffic.

Finally, seed the bare fill dirt slopes with native grass and apply mulch. Also place flat stones or broken pieces of concrete in the streambed at each end of the culvert to protect the fill material from erosion ' or you may opt to pour concrete protection. This is called 'armoring' and will be especially useful when the water flow increases in the spring.

Sizing and installing your own culvert can be a rewarding experience in self-sufficiency. Take your time and build it correctly, and it will provide many years of service.

Culvert Size Calculation

Culvert Cross-Section
Area (square feet)
Culvert Diameter (inches)

Kurt Swearingen is a forest engineer and consultant who lives in Taos, N.M. He regularly assists country landowners with improving stream crossings and protecting water resources.

All You Need to Know About Culverts

(Click the table of contents to navigate to the detailed content)

 

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1. Introduction

A culvert is a buried structure, similar to a bridge, consisting of single or multi-span construction with a minimum length of 3m for each span. Two horizontal slabs are cast monolithically with two or more vertical side walls, with a maximum span of 6m. Culverts convey stormwater or non-perennial streams across roadways where the soil is weak. They are suitable for difficult site conditions, require minimum maintenance, and have a prolonged service life.

 

2. The different types of culverts

In this section, various culvert types are described, along with models created in Midas Civil.

 

'Pipe Culvert

They are the most common type of culverts since they are economical and are easier to install. Depending on the site conditions and constraints, different shapes of pipe culverts can be seen, such as circular, elliptical, and pipe arch.

            Advantages: 

  • Any desired strength is achievable by proper mix-design, thickness, and reinforcement.

  • They are economical and easy to install. 

  • A pipe culvert can resist high tensile and compressive stresses. 

             Disadvantage:

  • Pipe culverts are susceptible to crown erosion due to organic and chemical reactions.

 

Figure 1: Pipe Culvert

 

Figure 2: Pipe Culvert-3D Midas Civil model and the boundary conditions assigned


'Arch Culvert

Steel, stone masonry, concrete, RCC, etc., are used to construct arch culverts. Unlike box culverts, they are erected without disrupting the water flow; construction is quick. Arch type of culvert maintains the wash bed's natural integrity and is called a low-profile culvert.

 

Advantages:

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  • Greater spans can be achieved by arch action.
  • Greater hydraulic efficiency.
  • It can be constructed without disrupting the water flow.

 

Disadvantages:

  • Need stable support. The soil-bearing capacity should be high enough to withstand the support reactions.
  • Need timely maintenance.

 

Figure 3: Arch Culvert

 

Figure 4: Arch Culvert- 3D MIDAS CIVIL model and the displacement contour due to vertical earth pressure

 


'Pipe-Arch Culvert

Pipe-Arch culverts are suitable for large waterway openings with a more significant hydraulic advantage. Moreover, they provide low clearance and are, much more artistic. Pipe arches are particularly useful for sites with limited headroom and a hydraulic advantage at low flows.

 

Advantages:

  • Suitable for waterways with large discharge.

  • An increased headroom is achieved.

  • Greater hydraulic efficiency is achieved.

 

Figure 5: Pipe-Arch Culvert

 

Figure 6: Pipe-Arch Culvert modelled in MIDAS CIVIL

 

'Box Culvert

Box culvert is a monolithically cast, rigid framed structure suitable for non-perennial streams where the soil is weak. The bottom slab reduces the pressure on the ground below. Therefore, a separate foundation is not required making them economical. Even though box culverts are easy to install, a dry surface is needed for installation.

 

Advantages:

  • Suitable for non-perennial streams, where the soil bearing capacity is low.

  • The bottom slab reduces the soil pressure.

  • They are very economical.


 

Figure 7: Box Culvert

 

 

Figure 8: 3D and 2D models of Box Culvert in MIDAS CIVIL

 

'Bridge Culvert

Bridge culverts act as a bridge and a culvert, thus serving a dual purpose. Generally, these culverts are rectangular and built on rivers or canals. The foundation rests below ground level, and the pavement surface is on top of the culverts.

 

Figure 9: Bridge Culvert

 

Figure 10: Bridge culvert ' 3D MIDAS CIVIL model and the bending moment contour due to traffic loads

 

3. Loads acting on culverts

  • Dead load

Dead loads mainly constitute the self-weight of the culverts. The weight of the wearing course, the crash barrier, and other fixed loads are also considered dead loads.

  • Earth pressure loads

A linear horizontal soil pressure acts along the vertical walls, and weep holes release the pore pressure. A uniform vertical surcharge is applied on the top slab in deep culverts.

  • Traffic loads

Most of the culverts experience moving loads throughout their lifetime. Traffic loads should be applied over culverts like bridges following the various codes used worldwide. The upcoming articles will discuss the live load dispersion on culverts and the different design codes used.

  • Buoyant force

The buoyant force is the upward thrust acting on culverts due to buoyancy. In many cases, the structure gets uplifted and carried away due to strong water currents. The weight of culverts should be able to withstand this uplift.

  • Temperature loads

Stresses caused by the expansion and contraction of indeterminate structures like culverts due to temperature variation are known as temperature stresses. They can be classified into 2: uniform temperature - stresses caused due to uniform heating and cooling of the structure (climatic changes) and gradient temperature stresses ' caused due to differential heating and cooling of members along the section.

    

Apart from the above-listed loads, dynamic loads are also considered in the case of rail tracks loading on top.

 

4. What's next?

In this blog, we briefly discussed various culverts and their models created in Midas Civil. The upcoming blog will discuss the live load dispersion on box culverts following different design codes. Stay tuned.    

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