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− | <font size=3>'''Creating MnDOT specifications for geotextile under riprap'''. </font size><br> | + | <font size=3>'''MnDOT specifications for geotextile under riprap'''. </font size><br> |
− | Link to this [[Creating MnDOT specifications for geotextile under riprap|table]] | + | Link to this [[MnDOT specifications for geotextile under riprap|table]] |
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| <table class="sortable"> | | <table class="sortable"> |
Revision as of 18:18, 11 March 2019
MnDOT specifications for geotextile under riprap.
Link to this table
Geotextile Properties for Use Under Riprap |
Geotextile Property |
Test Method (ASTM) and Units |
Type 3 (under Class I and Class II random riprap) (a) |
Type 4 (under Class III and Class IV random riprap and hand-placed riprap, slopes up to 3:1) (a) |
Type 7 (under Class III and Class IV random riprap, slopes > 3:1) (a)(b) |
B1 Grab Tensile Strength minimum, each principal direction |
D4632 lb |
100 |
200 |
300 |
B2 Elongation minimum, each principal direction |
D4632 percent |
50 |
50 |
50 |
B3 Seam Breaking Strength minimum (c) |
D4632 lb |
90 |
180 |
270 |
B4 Apparent Opening Size (AOS) maximum (d) |
D4751 U.S. Std. sieve size |
50 |
50 |
50 |
B5 Permittivity minimum (e) |
D4491 falling head sec−1 |
0.5 |
0.5 |
0.5 |