Feature | N | PR | PA | Cohen’s kappa | PABAK | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
GP | GSV | GP (%) | GSV (%) | GP | 95% CI | GSV | 95% CI | GP | 95% CI | GSV | 95% CI | ||
Stop sign* | 103 | 0.33 | 0.34 | 93 | 95 | 0.85 | [0.74, 0.96] | 0.89 | [0.80, 0.99] | 0.86 | [0.76,0.97] | 0.90 | [0.82, 0.99] |
Sidewalk | 106 | 0.81 | 0.80 | 92 | 89 | 0.83 | [0.73, 0.94] | 0.76 | [0.64, 0.89] | 0.87 | [0.79, 0.95] | 0.83 | [0.74. 0.92] |
Marked crosswalk* | 104 | 0.22 | 0.27 | 94 | 91 | 0.83 | [0.70, 0.97] | 0.78 | [0.65, 0.92] | 0.88 | [0.79, 0.98] | 0.83 | [0.72, 0.94] |
Traffic light* | 104 | 0.16 | 0.14 | 93 | 98 | 0.75 | [0.56, 0.93] | 0.92 | [0.81, 1.00] | 0.87 | [0.76, 0.97] | 0.96 | [0.91, 1.00] |
Curb | 106 | 0.78 | 0.73 | 86 | 70 | 0.68 | [0.54, 0.82] | 0.45 | [0.31, 0.59] | 0.79 | [0.69, 0.89] | 0.55 | [0.41, 0.68] |
Number of traffic lanes* | 105 | 0.73 | 0.73 | 87 | 90 | 0.66 | [0.50, 0.82] | 0.76 | [0.61, 0.90] | 0.73 | [0.60, 0.87] | 0.81 | [0.70, 0.92] |
Street or sidewalk lighting | 105 | 0.87 | 0.81 | 79 | 71 | 0.56 | [0.40, 0.72] | 0.44 | [0.27, 0.61] | 0.69 | [0.57, 0.80] | 0.57 | [0.44, 0.70] |
Continuous sidewalk | 81 | 0.88 | 0.83 | 74 | 86 | 0.43 | [0.32, 0.50] | 0.72 | [0.57, 0.86] | 0.61 | [0.46, 0.76] | 0.78 | [0.66, 0.90] |
Street and sidewalk buffer | 80 | 0.27 | 0.34 | 75 | 68 | 0.42 | [0.21, 0.63] | 0.35 | [0.16, 0.54] | 0.63 | [0.48, 0.77] | 0.51 | [0.35, 0.67] |
Continuous sidewalk (both ends) | 81 | 0.75 | 0.78 | 65 | 80 | 0.38 | [0.32, 0.41] | 0.63 | [0.53, 0.78] | 0.48 | [0.32, 0.64] | 0.70 | [0.57, 0.84] |
Missing curb cuts at crossing | 79 | 0.25 | 0.13 | 53 | 77 | −0.17 | [−0.20, −0.11] | 0.06 | [−0.04, 0.29] | 0.30 | [0.13, 0.47] | 0.66 | [0.51, 0.80] |