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~, <br />. <br /> <br />• ,, <br />•_ <br />Yeraion: Risiwall 5.1 030 <br />ENGINEERS, LTD. <br />Project Name: North Eagleview Drainage Channel <br />Site: #3 to F St <br />Prepared By: <br /> <br />Contact: <br />Phone: <br />BURNETT CONSULTING <br /> <br />TOM BURNETT <br />(970)723-4061 <br /> Pane12 Geometry: <br />• <br />~ Left Side 2135,325 [ft] <br />• ~ Right Side 2136,658 [ft] <br /> Panel Width 1.333 [ft] <br />~ Panel Face Area 9.664 [sq ft] <br />• j SRW Units 27.493 (units] <br /> <br />• Coping Units 2.000 [units] <br />.} Infill Volume 24.651 [cu ft] <br />~ Base Volume 1.333 [cu ft] <br />~~ <br />• Paue12 Geogrid Placement: <br />i Type 1 Geogrid Name STRATAGRID 200 <br /> Type 2 Geogrid Name STRATAGRID 200 <br />• : j Panel Width 1.333 [ft] <br />1 RW id <br />G L <br />h <br /> Layer Elevation On S eogr engt Layer Geogrid <br />•~ Height Area Type <br /> n E(n) L(n) <br /> [fr] [ft] [fi] [sq ft] <br />~) <br />1 4681.750 2 1.000 5.250 6.998 Type 1 <br />2 4683.750 6 3.000 5.250 6.998 Type 1 <br />3 4685.750 10 5.000 5.250 6.998 Type 1 <br /> Type 1 Geogrid Area 20.995 [sq ft] <br /> Type 2 Geogrid Area 0.000 [sq ftJ <br />Panel 2 Safety Factor Summary: <br />Standard Name National Concrete Masonry Association, 1996 <br />Failure Geogrid Layer Variable Minimum Calculated Acceptable? <br />Mode /SRW Course Name Value Value <br />For Etltire Structure <br />Base Sliding FSsI 1.5 3.428 OK <br />Overturning FSot 2.0 6.507 OK <br />Bearing Capacity FSbc 2.0 30.593 OK <br />By Geogrid Layer <br />Pullout 1 FSpo(1) 1.5 6.245 OK <br />Pullout 2 FSpo(2) 1.5 4.244 OK <br />Pullout 3 FSpo(3) 1.5 1.862 OK <br />Tensile Overstress 1 FSot(1) 1.0 2.255 OK <br />pmm Page 13 <br />