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<br />Figure 5.5 ABM installed on west bank of Salmon Creek (OOOT)
<br />
<br />Specifications
<br />
<br />Specifications on fabric forms were not provided by the states. However specifications on
<br />the tensile and tear strength of fabric used for grout bags can be found in Design Guideline
<br />7.
<br />
<br />References
<br />
<br />Brice, J.C., Blodgett, J.C., 1978," Countermeasure for Hydraulic Problems at Bridges,
<br />Volumes 1 and 2," FHWA-RD-78-162 and 163, USGS, Menlo Park, CA.
<br />
<br />Brown, SA, E.S. Clyde, 1989, "Design of Riprap Revetment," Hydraulic Engineering
<br />Circular No. 11, FHWA-IP-016, prepared for FHWA, Washington, D.C.
<br />
<br />Chen, Y.H. Cotton, G.K., 1986, "Design of Roadside Channels with Flexible Linings,"
<br />Hydraulic Engineering Circular No. 15 (HEC-15), FHWA-IP-86-5, Office of Implementation,
<br />HRT-10, Federal Highway Administration, McLean, VA.
<br />
<br />Hunt, Liz, 1993, "ARMORFORM~ Articulating Block Mat Erosion Control System, Salmon
<br />Creek Bridge; Oak ridge, Oregon, Interim Report," Oregon Experimental Feature #OR89-05,
<br />for Oregon Department of Transportation, Materials and Research Section Salem, OR.
<br />
<br />Karim, M., 1975, "Concrete Fabric Mat," Highway Focus, Vol. 7, pp. 16 - 23.
<br />
<br />Richardson, E.V., D.B. Simons, P.Y. Julien, 1990, "Highways in the River Environment,"
<br />prepared for FHWA through the Department of Civil Engineering, Colorado State University,
<br />June.
<br />
<br />Scholl, L.G., 1991, "ARMORFORM~ Articulating Block Mat Erosion Control System, Salmon
<br />Creek Bridge; Oakridge, Oregon, Construction Report," Oregon Experimental Feature
<br />#OR89-05, for Oregon Department of Transportation, Materials and Research Section
<br />Salem, OR.
<br />
<br />Stevens, M.A., 1968, "Scouring of Riprap at Culvert Outlets," Ph.D. Dissertation, Dept. of
<br />Civil Engineering, Colorado State University, Fort Collins, CO.
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<br />5.9
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