EDC Regional Innovation Summits
GRS-IBS
Geosynthetic Reinforced Soil (GRS)
Integrated Bridge System (IBS) Technology
What is GRS-IBS?
GRS-IBS is a form of accelerated bridge construction (ABC) that lowers cost, slashes construction time, improves durability, and increases safety—all at the same time. For budget-challenged State Transportation Agencies (STAs), that is a life-saver.
GRS-IBS technology uses alternating layers of compacted granular fill material and fabric sheets of geotextile reinforcement to provide support for the bridge. GRS-IBS also provides a smooth transition from the bridge onto the roadway, and alleviates the bump at the bridge problem caused by uneven settlement between the bridge and approaching roadway. The technology offers unique advantages in the construction of small bridges, including:
- Reduced construction time and cost, with costs reduced 25 to 60 percent from conventional construction methods.
- Easy to build with common equipment and materials; easy to maintain because of fewer parts.
- Flexible design that's easily modified in the field for unforeseen site conditions, including utilities, obstructions, existing structures, variable soil conditions, and weather.
Five workers and a track-hoe excavator.
How Does It Work?
Rather than installing a deep foundation, this reinforced soil method builds up the substructure in a faster, simpler way. It is similar to building a layer cake. First, builders lay a row of facing blocks. Second, they add a layer of compacted fill to the height of the facing blocks (8 in.). Next, they add a layer of geosynthetic fabric. The process is repeated over and over until the desired height is achieved.
A cut-away of a GRS mass.
Laborer laying row of facing blocks.
Three Main GRS-IBS Components:
Reinforced Soil Foundation
GRS Abutment
GRS Approach
Case Study: The Bowman Bridge

The Bowman Road Bridge in Defiance County, Ohio, was built in just 6 weeks. Construction time could have been reduced to less than 3 weeks if two separate labor crews had been available to build both abutments simultaneously.
Many factors contributed to the time reduction. There was no need to pour concrete, which can take significant project time. Instead, precast concrete box beams were placed directly on the GRS abutments. No approach slab was needed; GRS was compacted directly behind the bridge beams to form the approach way. Materials are readily available, a benefit of the generic nature of the system.
Costs were also radically reduced. The county realized a cost savings of nearly 25 percent on its first bridge support project. These savings came from more than just the reduced labor costs that result from shorter construction time and simpler construction. GRS bridge abutments also require fewer materials.
Instead of using cast-in-place concrete for the abutment walls, the Bowman Road Bridge engineers used split-face cinder blocks (modular concrete blocks) to face the abutment. Underneath the GRS abutment, they used a Reinforced Soil Foundation (RSF) over the clay subsoil.
The RSF uses GRS to provide embedment and a larger bearing area. GRS consists of layers of compacted granular soil alternated with sheets of geotextile fabric reinforcement to provide support. With GRS-IBS, there is no need for a deep foundation. The construction is jointless and has no approach slab. This has the added benefit of eliminating the bump—typically experienced where a bridge abuts the roadway.
The performance of the Bowman Road Bridge and the other GRS-IBS bridges has been outstanding. All have performed well and have required no maintenance to date. They have also saved the county significantly on construction costs.
FHWA and Defiance County proved that this new technology works. For transportation agencies whose budgets are insufficient to meet bridge construction demands, GRS-IBS could be the long-awaited answer.
Completed Bowman Bridge, Defiance County, OH.
FAQs
What makes GRS strong?
GRS utilizes the compressive strength of soil and the tensile strength of the reinforcement to create a composite material. The frequency of the reinforcement (at 8 inch vertical spacing) increases the confinement and stiffness resulting in a very strong, internally-supported system with the capacity to support considerable load.
What other advantages does GRS have for bridge construction?
Due to the flexibility of GRS structures, they are more tolerant to settlement. They are easy to construct, require less excavation, and are economical.
Does GRS have other uses?
Yes. The GRS technology has been used in a variety of applications such as retaining walls, slope stability, embankment construction, roadway support, rock fall barriers, and load-bearing foundations.
How is a GRS mass created with a modular block facing system?
Building a GRS mass involves three simple steps. First, lay a row of facing blocks. Second, add a layer of compacted fill to the height of the facing blocks (8 in.). Next, add a layer of geosynthetic fabric. Each layer of geosynthetic is extended between the rows of blocks to frictionally connect the block to the GRS mass. This 1-2-3 process is repeated until the desired wall height is achieved. The construction of the GRS mass should then follow two simple rules. First, thin layers of granular fill materials should be well compacted. Second, the reinforcement should be placed in closely spaced layers.
Contact Information
For training or more information on this Every Day Counts Initiative, please contact your local FHWA Division Office.
To learn more about EDC, visit:
http://www.fhwa.dot.gov/everydaycounts
About Every Day CountsEvery Day Counts is designed to identify and deploy innovation aimed at shortening project delivery, enhancing the safety of our roadways, and protecting the environment.
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