Abernathy, C. (2018). Geosynthetic Reinforced Soil: Integrated Bridge System (GRS-IBS) (Report No. MT-12-04). Montana. Department of Transportation. Research Programs. https://rosap.ntl.bts.gov/view/dot/59840
Abernathy, Craig. Geosynthetic Reinforced Soil: Integrated Bridge System (GRS-IBS). Report no. MT-12-04. Montana. Department of Transportation. Research Programs, 2018. https://rosap.ntl.bts.gov/view/dot/59840.
Abernathy, Craig Geosynthetic Reinforced Soil: Integrated Bridge System (GRS-IBS). Montana. Department of Transportation. Research Programs, 2018, Report no. MT-12-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/59840.
This report documents the performance of Geosynthetic Reinforced Soil (GRS) Integrated Bridge system (IBS) technology, which was used to build a bridge at the South Fork Dry Fork Marias River crossing in Montana. GRS-IBS is a system that uses alternating layers of granular fill material and geotextile sheets to create a composite reinforcement to support the bridge slab. The installation was inspected regularly for five years, examining the integrity and any other visually measurable outcomes. Location: Highway 89 (P-3/C000003), Pondera County-South Fork Dry Fork Marias River Crossing
Abernathy, C. (2018). Geosynthetic Reinforced Soil: Integrated Bridge System (GRS-IBS) (Report No. MT-12-04). Montana. Department of Transportation. Research Programs. https://rosap.ntl.bts.gov/view/dot/59840
Abernathy, Craig. Geosynthetic Reinforced Soil: Integrated Bridge System (GRS-IBS). Report no. MT-12-04. Montana. Department of Transportation. Research Programs, 2018. https://rosap.ntl.bts.gov/view/dot/59840.
Abernathy, Craig Geosynthetic Reinforced Soil: Integrated Bridge System (GRS-IBS). Montana. Department of Transportation. Research Programs, 2018, Report no. MT-12-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/59840.
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