. Author manuscript; available in PMC: 2023 Oct 1.

Published in final edited form as: Public Works Manag Policy. 2023 Mar 17;28(4):518–536. doi: 10.1177/1087724x231164415

Table 4.

Pass/Fail (P/F) Evaluation of Channel Geometric Properties in Sunnyside.

Street Block	Side	Bottom Width	Channel Depth	Front Slope	Back Slope	Longitudinal Slope
1	L	P	P	F	F	F
	R	P	P	F	P	P
2	L	P	P	P	P	P
	R	P	F	P	P	P
3–1	L	F	P	P	F	F
	R	P	P	P	P	F
3–2	L	P	P	P	P	F
	R	P	P	P	P	P
4–1	L	P	P	P	P	P
	R	P	P	F	F	P
4–2	L	P	P	F	P	P
	R	P	P	P	P	P
5–1	L	P	F	P	P	P
	R	P	F	F	P	F
5–2	L	P	P	P	P	P
	R	P	F	P	P	P
6–1	L	P	P	F	F	P
	R	P	P	F	P	F
6–2	L	P	P	F	P	P
	R	P	P	P	P	P
Frequency of Failure, %		4.4	17.4	34.8	17.4	26.1