. 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 5.

Pass/Fail Evaluation of Channel Geometric Properties in Rockport.

Street Block	Side	Bottom Width	Channel Depth	Front Slope	Back Slope	Longitudinal Slope
7–1	L	P	P	P	P	F
	R	P	P	P	F	F
7–2	L	P	P	P	P	F
	R	P	P	P	F	F
7–3	L	P	P	P	P	P
	R	P	P	P	F	P
7–4	L	P	P	P	P	P
	R	P	F	P	P	P
7–5	L	P	F	P	P	F
	R	P	F	P	F	F
10–1	L	P	P	P	F	P
	R	P	F	P	P	P
10–2	L	P	P	P	F	F
	R	P	F	P	P	F
10–3	L	P	P	P	P	F
	R	P	P	P	P	F
10–4	L	P	P	P	F	P
	R	P	P	P	F	P
10–5	L	NA^a	NA	NA	NA	P
	R	P	F	P	F	F
Frequency of Failure, %		0.0	23.1	0.0	34.6	42.3

NA: Data not available.