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Communities of Midway/Pacific Highway Corridor and Old Town Mobility Existing Conditions Report (September 2012)
Appendix C: Peak Hour Pedestrian MMLOS Worksheets
D. Compute Bicycle LOS
Street: Barnett Ave_South
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft)
(ft)
1
11.0
0.0 2
1 UD
105.0 72.3
0.0 0.0
2
15.0
0.0 2
2 D
161.0 2.3
0.0 0.0
3 22.0
0.0 2
2 D
50.0 0.0
0.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
859
2% 13.7
0% 3.0
2
1788
2% 31.3
0% 3.0
3
0
0% 35.7
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re F
acility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
11.0
11.0 0.81
3.57 D
4.80 E 7.
29 F
2
15.0
15.0 3.53
4.21 D
4.93 E 5.
12 F
3
22.0
22.0 3.89
-0.10 A
0.18 A 2.
85 C
Average
4.
87 E
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Barnett Ave_North
1.
Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane
Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
14.0
0.0 2
2 D
161.0 0.0
0.0 0.0
2
13.0
6.0 2
2 D
106.0 2.3
0.0 6.0
3
13.0
0.0 1
1 UD
105.0 72.3
0.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
1586
2% 28.5
0% 3.0
2
762
2% 33.3
0% 3.0
3 762
2% 13.8
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion
delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facil
ity
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
14.0
14.0 3.21
4.20 D
4.97 E 5.
10 F
2
19.0
25.0 3.71
1.83 A
2.34 B 3.
34 C
3
13.0
13.0 0.81
3.60 D
4.21 D 6.
70 F
Average
3.
76 D
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Camino Del Rio We
st -
East
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shld
r Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
11.0
0.0 3
3 D
108.0 12.8
0.0 0.0
2 17.0
0.0 3
3 D
140.0 10.6
0.0 0.0
3
22.0
0.0 3
3 D
45.0 12.1
0.0 0.0
4
17.0
0.0 3
3 D
52.0 37.7
0.0 0.0
5
15.0
0.0 3
3 D
46.0 67.7
0.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
2184
2% 35.0
0% 3.0
2
2386
2%
35.0
0% 3.0
3
2421
2% 35.0
0% 3.0
4
0
0% 35.0
0% 3.0
5
0
0% 35.0
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width
Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
11.0
11.0 3.84
4.72
E
4.69 E 5.
25 F
2
17.0
17.0 3.84
3.92 D
4.01 D 4.
45 E
3
22.0
22.0 3.84
2.96 C
1.50
A 3.
80 D
4
17.0
17.0 3.84
0.86 A
1.28 A 4.
35 E
5
15.0
15.0 3.84
1.18 A
1.62 A 5.
46 F
Average
4.
73 E
__
________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Camino Del Rio We
st -
West
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes
Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
20.0
0.0 4
3 D
54.0 0.0
0.0 0.0
2
19.0
0.0 3
3 D
145.0 0.0
0.0 0.0
3
10.0
0.0 4
3 D
52.0
23.6
0.0 0.0
4
10.0
0.0 4
3 D
143.0 9.7
0.0 0.0
5
18.0
0.0 3
3 D
84.0 13.8
0.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
0
0% 35.0
0% 3.0
2
2471
2% 35.0
0% 3.0
3
2436
2% 35.0
0% 3.0
4
2230
2% 35.0
0% 3.0
5
2178
2% 35.0
0% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
20.0
20.0 3.84
0.31 A
0.67 A 2.
92 C
2
19.0
19.0 3.84
3.58 D
3.70 D 3.
87 D
3
10.0
10.0 3.84
4.73 E
4.19 D 5.
16 F
4
10.0
10.0 3.84
4.69 E
5.46
F 6.
54 F
5
18.0
18.0 3.84
3.70 D
2.82 C 4.
11 D
Average
4.
64
E
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Congress Street_N
orth
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr
Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
10.0
0.0 1
1 UD
40.0 0.0
0.0 0.0
2
10.0
7.0 1
1 UD
30.0 21.9
7.0 0.0
3
10.0
7.0 1
1 UD
30.0 45.3
7.0 0.0
4
17.0
0.0 1
0 UD
70.0 0.0
0.0 0.0
5
10.0
0.0 1
0 UD
24.0 0.0
0.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
277
2% 20.0
0% 3.0
2
133
2% 18.8
75% 3.0
3
162
2% 14.7
75% 3.0
4
90
2% 24.7
25% 3.0
5
0
0% 19
.3
0% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft)
(#)
(#) LOS
(#) LOS (#
) LOS
1
10.0
10.0 0.81
3.43 C
3.06 C 3.
63 D
2
23.8
15.8 0.81
2.31
B
1.17 A 4.
02 D
3
21.6
13.6 0.81
2.73 B
1.21 A 4.
91 E
4
27.1
24.6 2.53
0.83 A
1.71
A 3.
04 C
5
20.0
20.0 0.81
-0.29 A
2.36 B 2.
92 C
Average
3.
65 D
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Congress Street_S
outh
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through
Divided/ S
ignal I/S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
10.0
0.0 1
1 UD
83.0 0.0
0.0 0.0
2
10.0
7.0 1
1 UD
30.0 17
.2
7.0 0.0
3
10.0
7.0 1
1 UD
30.0 29.5
7.0 0.0
4
10.0
7.0 1
1 UD
40.0 22.2
7.0
0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
104
2% 19.3
0% 3.0
2
187
2% 18.9
75% 3.0
3
154
2% 14.8
75% 3.0
4
319
2% 18.8
80% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
15.3
15.3
0.81
2.25 B
3.43 C 3.
55 D
2
17.0
9.0 0.81
3.32 C
1.25 A 4.
02 D
3
22.2
14.2 0.81
2.62 B
1.20 A 4.
34 E
4
17.0
8.0 0.81
3.68 D
1.63 A 4.
27 E
Average
4.
15 D
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Hancock St.
-South
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
12.0
0.0 1
1 UD
93.0 0.0
0.0 0.0
2
12.0
7.0 1
0 D
106.0 12.2
7.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
106
2% 13.4
0% 3.0
2
171
2% 30.0
0% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
18.3
18.3 0.81
1.78 A
3.16 C 3.
39 C
2
19.0
26.0
3.39
1.05 A
1.96 A 3.
52 D
Average
3.
51 D
__
________________________
________________________
____________
____________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Hancock St.
-North
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/
S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1 0.0
16.0 0
0 D
103.0 633.6
0.0 16.0
2
12.0
0.0 1
1 UD
92.0 0.0
0.0
0.0
3
12.0
0.0 1
0 UD
53.0 0.0
0.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
140
2% 26.6
0% 3.0
2
87
2% 12.5
0% 3.0
3
0
0% 11.6
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with i
ntersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
16.0
32.0 2.93
-0.92 A
2.51 B 25.
01 F
2
19.3
19.3 0.81
1.48 A
3.11 C 3.
33 C
3
24.0
24.0 0.81
-1.17 A
2.37 B 2.
78 C
Average
3.
72 D
__
________________________
________________________
________________________
____
____________________
________________________
___
D. Compute Bicycle LOS
Street: Hancock_OldTown_S
outh
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr
Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1 22.0
0.0 1
1 UD
33.0 10.0
0.0 0.0
2
10.0
15.0 1
1 UD
73.0 15.3
15.0 0.0
3
10.0
0.0 1
0 UD
25.0 0.0
0.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
135
2% 19.0
0% 2.0
2
465
2% 34.8
50% 2.0
3 0
0% 0.0
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion
delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facil
ity
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
30.6
30.6 0.81
-0.14 A
0.14 A 3.
19 C
2
25.0
30.0 3.83
1.55 A
0.66 A 3.
65 D
3
20.0
20.0 0.81
-0.29 A
2.37 B 2.
92 C
Average
3.
57 D
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Hancock_Oldtown_N
orth
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Und
ivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
10.0
0.0 1
0 UD
73
.0 0.0
0.0 0.0
2
22.0
7.0 1
1 UD
33.0 5.0
7.0 0.0
3
23.0
0.0 1
1 UD
54.0 0.0
0.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
310
2% 28.4
0% 3.0
2
90
2% 29.4
0% 2.0
3
90
2% 15.0
0% 2.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment
Bicycle Int
ersect Bicycle Aggre
gate Bicycle
Downstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
10.0
10.0 3.19
4.18 D
3.62 D 3.
93 D
2 46.2
53.2 3.32
-9.10 A -
1.43 A 1.
57 A
3
36.7
36.7 0.81
-2.38 A
0.18 A 2.
48 B
Average
1.
73 A
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Juan St._North
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
10.0
7.0 1
1 UD
30.0 0.0
7.0 0.0
2
10.0
7.0 1
1 UD
31.0 15.2
7.0 0.0
3
10.0
7.0 1
1 UD
80.0 11.9
7.0 0.0
4
0.0
0.0 0
0 UD
24.0 0.0
0.0 0.0
2.
Performance and Other I
nput Data
Segment & Traf
fic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%)
(mph)
Parking (#)
1
150
2% 22.6
80% 2.0
2
204
2% 16.8
10% 2.0
3
165
2% 23.1
25% 2.0
4 0
0% 19.3
0%
3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
Downstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
22.5
13.5 1.89
4.00 D
1.19 A 3.
53 D
2
17.0
22.0 0.81
2.34 B
1.30
A 3.
80 D
3
21.4
23.4 2.09
2.28 B
1.98 A 3.
71 D
4
0.0
0.0 0.81
1.71 A
4.50 E 4.
11 D
Average
3.
65 D
__
________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Juan St._South
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
12.0
0.0 1
1 UD
81.0 0.0
0.0 0.0
2
10.0
7.0 1
1 UD
28.0 18.2
7.0 0.0
3
10.0
7.0 1
1 UD
27.0 0.0
7.0 0.0
4
10.0
7.0 1
1 UD
31.0 6.0
7.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
126
2%
14.2
0% 3.0
2
156
2% 22.2
25% 3.0
3
115
2% 17.5
50% 2.0
4
0
0% 29.3
75% 2.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width
Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
17.2
17.2 0.81
2.05
B
3.01 C 3.
40 C
2
22.1
24.1 1.68
1.00 A
1.17 A 3.
68 D
3
25.2
22.2 0.81
2.00 A
1.09
A 3.
20 C
4
34.0
26.0 3.31
-0.20 A
0.96 A 3.
06 C
Average
3.
33 C
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Kemper St.-East
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft)
(ft)
1
12.0
7.0 2
1 D
68.0 15.0
7.0 0.0
2
10.0
7.0 1
1 D
97.0 32.4
7.0 0.0
3 12.0
0.0 1
1 UD
25.0 0.0
0.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
422
2% 15.5
50% 3.0
2
211
2% 16.6
25% 3.0
3
0
0% 19.3
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re F
acility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
19.0
16.0 0.81
2.54 B
1.80 A 3.
85 D
2
17.0
19.0 0.81
1.99 A
2.32 B 4.
41 E
3
24.0
24.0 0.81
-1.17 A
1.94 A 2.
74 B
Average
4.
06 D
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Kemper St.-
West
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
12.0
0.0 1
1 UD
96.0 0.0
0.0 0.0
2
10.0
7.0 1
1 D
83.0 0.0
7.0 0.0
3
13.0
7.0 1
1 D
35.0 7.1
7.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
238
2%
12.7
0% 3.0
2
476
2% 15.0
0% 3.0
3
476
2% 13.1
0% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft)
(#)
(#) LOS
(#) LOS (#
) LOS
1
12.0
12.0 0.81
3.13 C
3.42 C 3.
69 D
2
17.0
24.0 0.81
1.32
A
2.54 B 3.
20 C
3
20.0
27.0 0.81
0.56 A
1.17 A 3.
22 C
Average
3.
22 C
__
________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Kettner_South
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
12.0
7.0 4
2 UD
73.0 8.1
7.0 0.0
2
12.0
7.0 3
3 UD
53.0 22.7
7.0 0.0
3
13.0
8.0
3
3 UD
52.0 18.2
8.0 0.0
4
13.0
7.0 3
3 UD
50.0 31.3
7.0 0.0
5
12.0
8.0 3
3 UD
54.0 13.9
8.0 0.0
6
12.0
20.0 2
2 UD
52.0 27.6
20.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
776
2% 27.7
75% 3.0
2
1367
2% 32.1
50% 3.0
3
979
2% 32.5
50% 3.0
4
429
2% 28
.7
75% 3.0
5
432
2% 20.6
80% 3.0
6
0
0% 29.9
10%
3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim.
E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
Downstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
19.0
11.0 3.09
3.83 D
1.85 A 3.
82 D
2
19.0
16.0 3.60
3.74 D
1.66 A 4.
30 E
3
21.0
19.0 3.64
3.05 C
0.99 A 4.
00 D
4
20.0
12.0 3.23
3.60 D
0.86 A 4.
55 E
5
20.0
12.0 0.81
2.90 C
0.92 A 3.
83 D
6
64.0
82.0 3.38
-31.40 A -
1.93 A -1.
21 A
Average
3.
93 D
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Kettner_North
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Uns
ig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(f
t) (ft)
1
0.0
8.0 0
2 UD
52.0 27.6
8.0 0.0
2
0.0
8.0 0
3 UD
54.0 13.9
8.0 0.0
3
0.0
7.0 0
3 UD
50.0 31.3
7.0 0.0
4
0.0
11.0 0
3 UD
52.0 18.2
11.0 0.0
5 0.0
11.0 0
3 UD
53.0 22.7
11.0 0.0
6
0.0
0.0 0
2 UD
73.0 8.1
0.0 0.0
2. Performance and Oth
er I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
0
2% 20.9
10% 3.0
2
0
2% 23.0
80% 3.0
3
0
2% 26.6
75% 3.0
4
0
2% 36.7
50% 3.0
5
0
2% 29.5
50% 3.0
6
0
2%
17.5
75% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
16.0
22.0 0.81
-0.64 A
3.21 C 3.
99 D
2
16.0
8.0 2.04
1.82 A
3.24 C 3.
91 D
3
14.0
6.0 2.93
2.22 B
3.40 C 4.
63 E
4
22.0
23.0 3.97
0.05 A
2.57
B 3.
64 D
5
22.0
23.0 3.33
-0.13 A
2.58 B 3.
77 D
6
0.0
0.0 0.81
1.78 A
5.25 F 5.
51
F
Average
4.
22 D
__
________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Kurtz_South
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Uns
ig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(f
t) (ft)
1
12.0
0.0 1
1 UD
95.0 0.0
0.0 0.0
2
12.0
7.0 2
2 UD
107.0 9.2
7.0 0.0
3
10.0
7.0 2
1 UD
62.0 12.0
7.0 0.0
4
15.0
8.0 1
1 UD
88.0 0.0
8.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
106
2% 13.4
0% 3.0
2
169
2% 29.9
50% 3.0
3
298
2% 18.2
50% 3.0
4
0
0% 33.7
80% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
18.3
18.3 0.81
1.78 A
3.19 C 3.
40 C
2
23.6
20.6 3.38
1.98 A
1.84 A 3.
56 D
3
17.0
14.0 0.81
2.66 B
1.93 A 3.
77 D
4
46.0
38.0 3.74
-4.93 A
0.55 A 2.
08 B
Average
3.
26 C
__
________________________
________________________
________________________
________
________________
________________________
___
D. Compute Bicycle LOS
Street: Kurtz_North
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist
Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
15.0
8.0 1
1 UD
88.0 0.0
8.0 0.0
2
0.0
7.0 0
1 UD
62.0 12.0
7.0 0.0
3
0.0
7.0 0
2 UD
107.0 9.2
7.0 0.
0
4
12.0
0.0 1
1 UD
95.0 0.0
0.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
244
2% 24.0
80% 3.0
2
138
2% 20.1
50% 3.0
3
87
2% 30.3
50% 3.0
4
0
2% 12.5
0% 3.0
Pa
vement Rat
ing: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
23.0
15.0 2.37
3.19 C
0.95 A 3.
39 C
2
9.7
6.7 0.81
3.35 C
3.81 D 4.
30 E
3
11.3
8.3 3.43
3.76 D
4.34 E 4.
62 E
4
24.0
24.0 0.81
-1.10 A
3.01
C 2.
90 C
Average
4.
27 E
__
________________________
________________________
________________________
________________________
______
__________________
___
D. Compute Bicycle LOS
Street: Midway Drive-
Sout
h 1.
Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
11.0
0.0 2
2 D
109.0 6.7
0.0 0.0
2
15.0
0.0 2
2 D
60.0 25.1
0.0 0.0
3
13.0
0.0 2
2 UD
33.0 40.7
0.0 0.0
4
15.0
7.0 2
2 UD
102.0 19.9
7.0 0.0
5
25.0
0.0 2
2
D
80.0 20.6
0.0 0.0
6
12.0
0.0 2
2 UD
24.0 0.0
0.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy
MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
1129
2% 24.0
0% 3.0
2
849
2% 25.7
0%
3.0
3
1136
2% 17.8
0% 3.0
4
1161
2% 23.6
35% 3.0
5
410
2% 32.0
0% 3.0
6
0
0% 29.9
0% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segm
ent Bicycle Int
ersect Bicycle Aggre
gate Bicycle
Downstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
11.0
11.0 2.36
4.16 D
4.42 E 4.
66 E
2
15.0
15.0 2.75
3.61 D
2.57 B 4.
45 E
3
13.0
13.0 0.81
3.47 C
2.83 C 5.
02 F
4
22.0
22.0 2.25
2.33 B
1.98 A 4.
00 D
5
25.0
25.0 3.60
1.48 A
0.35 A 3.
83 D
6
24.0
24.0 3.38
-0.66 A
1.93
A 2.
82 C
Average
4.
29 E
__
________________________
________________________
________________________
________________________
______
__________________
___
D. Compute Bicycle LOS
Street: Midway Drive-
Nort
h 1.
Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Thro
ugh
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
12.0
0.0 2
2 UD
80.0 0.0
0.0 0.0
2
13.0
0.0 2
2 D
102.0 1.9
0.0 0.0
3
16.0
0.0 2
2 UD
33.0 9.3
0.0 0.0
4
18.0
0.0 2
2 UD
60.0 0.0
0.0 0.0
5
13.0
0.0 2
2 D
109.0 0.0
0.0 0.0
6
11.0
0.0 2
2 D
56.0 0.0
0.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
444
2%
18.6
0% 3.0
2
1258
2% 28.0
0% 3.0
3
1231
2% 17.8
0% 3.0
4
919
2% 24.0
0% 3.0
5
1223
2% 23.9
0%
3.0
6
1762
2% 33.7
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of
auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
12.0
12.0 0.81
3.12 C
3.17 C 3.
61 D
2
13.0
13.0 3.14
4.20 D
4.00 D 4.
19 D
3
16.0
16.0 0.81
3.08 C
2.27 B 3.
78 D
4
18.0
18.0 2.37
3.04 C
1.99 A 3.
42 C
5
13.0
13.0 2.35
3.96 D
4.07 D 4.
13 D
6
11.0
11.0 3.74
4.79 E
4.16 D 4.
32 E
Average
4.
03 D
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Pacific Highway_S
outh
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (co
nf/mi)
(ft) (ft)
1
12.0
6.0 3
3 D
122.0 0.0
0.0 6.0
2
11.0
6.0 3
1 D
88.0 15.4
0.0 6.0
3
13.0
6.0 3
3 D
50.0 10.4
0.0 6.0
4
13.0
6.0 3
3 D
75.0 1.9
0.0 6.0
5
12.0
7.0 3
3 D
45.0 14.7
7.0 0.0
6
12.0
7.0 3
3 D
50.0 0.0
7.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
360
2% 25.1
0% 3.0
2
175
2% 36.2
0% 3.0
3
619
2%
39.0
0% 3.0
4
624
2% 36.6
0% 3.0
5
365
2% 29.3
10% 3.0
6
364
2% 23.7
10% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width
Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
18.0
24.0 2.62
1.18
A
2.35 B 3.
15 C
2
17.0
23.0 3.93
1.42 A
2.12 B 3.
71 D
3
19.0
25.0 4.11
1.64 A
1.18
A 3.
51 D
4
19.0
25.0 3.96
1.60 A
1.57 A 3.
23 C
5
19.0
24.0 3.31
1.38 A
0.96 A 3.
62 D
6
19.0
24.0 2.27
1.08 A
1.03 A 3.
05 C
Average
3.
55 D
__
________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Pacific Highway_N
orth
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
12.0
7.0 3
3 D
45.0 0.0
7.0 0.0
2
12.0
7.0 3
3 D
75.0 3.8
7.0 0.0
3
12.0
6.0 3
3 D
50.0 0.0
0.0 6.0
4
12.0
6.0 3
3 D
88.0 0.0
0.0 6.0
5
11.0
6.0 3
1 D
122.0 2.2
0.0 6.0
6
13.0
6.0 3
3 D
24.0 0.0
0.0 6.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
446
2% 20.2
0% 3.0
2
763
2% 32.2
0% 3.0
3 756
2% 39.2
0% 3.0
4
214
2% 34.3
0% 3.0
5
439
2% 25.3
0% 3.0
6
0
2% 22.5
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excel
lent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
19.0
26.0 0.81
0.26 A
1.00 A 2.
92 C
2
19.0
26.0 3.61
1.34 A
1.65 A 3.
25 C
3
18.0
24.0 4.12
1.99
A
1.47 A 3.
22 C
4
18.0
24.0 3.79
1.25 A
1.74 A 3.
11 C
5
17.0
23.0 2.68
1.53 A
3.08
C 3.
41 C
6
19.0
25.0 1.84
-1.05 A
0.43 A 2.
70 B
Average
3.
28
C
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Rosecrans St-
East
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
11.0
4.0 3
3 D
73.0 9.2
0.0 4.0
2
10.0
7.0 3
3 D
70.0 17.0
7.0 0.0
3
10.0
0.0 3
3 D
56.0 13.1
0.0 0.0
4
12.0
0.0 2
2 D
41.0 26.3
0.0 0.0
5
20.0
0.0 2
3
D
93.0 19.3
0.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicl
e Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
2130
2% 22.0
0% 3.0
2
2485
2% 22.1
10% 3.0
3
2503
2% 23.7
0%
3.0
4
913
2% 21.5
0% 3.0
5
909
2% 24.7
0% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
Downstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
15.0
19.0 1.60
2.85 C
3.26 C 3.
92 D
2
17.0
22.0 1.66
2.34 B
2.99 C 4.
04 D
3
10.0
10.0 2.29
4.44 E
4.29 E 4.
82 E
4
12.0
12.0 1.23
3.61 D
2.98
C 4.
56 E
5
20.0
20.0 2.55
2.71 B
1.79 A 4.
03 D
Average
4.
11
D
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Rosecrans St-
West
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lan
es
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1 12.0
14.0 2
3
D
93.0 19.3
14.0 0.0
2
17.0
0.0 2
2 D
41.0 26.3
0.0 0.0
3 18.0
0.0 3
3 D
56.0 13.1
0.0 0.0
4
11.0
7.0 3
3 D
70.0 17.0
7.0 0.0
5
10.0
5.0 2
3 D
73.0 9.2
0.0 5.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
747
2% 27.1
0% 3.0
2
2048
2% 20.5
0% 3.0
3 2000
2% 22.1
0% 3.0
4
1743
2% 26.7
10% 3.0
5
1743
2% 17.5
0% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
26.0
40.0 3.01
-3.26 A
0.41 A 3.
02 C
2
17.0
17.0
0.81
3.17 C
2.89 C 4.
47 E
3
18.0
18.0 1.63
3.02 C
2.29 B 3.
90 D
4
18.0
23.0 2.94
2.30
B
2.35 B 3.
93 D
5
15.0
20.0 0.81
2.53 B
3.04 C 3.
81 D
Average
3.
76 D
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: San Diego Ave_Nor
th
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
18.0
7.0 1
1 UD
40.0 0.0
7.0 0.0
2
18.0
7.0 1
1 UD
28.0 38.6
7.0 0.0
3
18.0
7.0 1
3 UD
28.0 4.6
7.0 0.0
4
18.0
7.0 1
1 UD
28.0 15.1
7.0 0.0
5
10.0
0.0 1
0
UD
25.0 0.0
0.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicl
e Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
464
2% 26.1
0% 3.0
2
432
2% 12.9
45% 3.0
3
272
2% 18.5
60%
3.0
4
52
2% 15.1
60% 3.0
5
0
0% 19.3
0% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
25.0
32.0 2.83
-0.34 A
0.15 A 2.
81 C
2 25.0
23.0 0.81
1.51 A -
0.09 A 4.
45 E
3
25.0
20.0 0.81
1.92 A -
0.64 A 3.
32 C
4 44.1
39.1 0.81
-4.57 A -
0.71 A 2.
65 B
5
20.0
20.0 0.81
-0.29 A
2.37 B 2.
92 C
Average
3.
15
C
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: San Diego Ave_Sou
th
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
10.0
0.0 1
1 UD
25.0 0.0
0.0 0.0
2
18.0
7.0 1
1 UD
30.0 0.0
7.0 0.0
3
18.0
7.0 1
1 UD
28.0 9.6
7.0 0.0
4
0.0
17.0 0
1 UD
40.0 12.0
0.0 17.0
5
18.0
7.0 1
1 UD
38.0 0.0
7.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
14
2% 13.5
0% 3.0
2
74
2% 14.9
80% 3.0
3
118
2% 17.9
75% 3.0
4
126
2% 18
.5
0% 3.0
5
0
0% 24.7
50% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
19.4
19.4 0.81
0.
55 A
2.39 B 3.
06 C
2
41.7
32.7 0.81
-2.07 A -
0.65 A 2.
52 B
3
36.7
28.7 0.81
-0.64 A -
0.60 A 3.
09 C
4
24.3
41.3 0.81
-5.01 A
1.31 A 2.
51 B
5
50.0
47.0 2.53
-9.00 A -
0.65 A 1.
42
A
Average
2.
23 B
__
________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Sports Arena Bl -
South
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (co
nf/mi)
(ft) (ft)
1
12.0
0.0 2
1 D
56.0 3.1
0.0 0.0
2
16.0
7.0 3
2 UD
315.0 13.2
7.
0 0.0
3
21.0
0.0 2
2 D
89.0 21.6
0.0 0.0
4
12.0
8.0 2
2 D
90.0 34.7
8.0 0.0
5
20.0
0.0 2
2 D
55.0 14.6
0.0 0.0
6
16.0
0.0 3
3 D
48.0 10.5
0.0 0.0
7
14.0
0.0 3
2 D
120.0 22.0
0.0 0.0
8
13.0
7.0 1
1 UD
103.0 20.1
7.0 0.0
9
20.0
0.0 3
2 D
82.0 0.0
0.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
1864
2% 45.0
0% 3.0
2
1293
2% 35.0
33% 3.0
3
838
2% 35.0
0% 3.0
4
981
2% 35.0
80% 3.0
5
898
2% 35.0
100% 3.0
6
996
2% 35.0
40% 3.0
7
1163
2% 35
.0
0% 3.0
8
784
2% 25.0
95% 3.0
9 0
0% 25.0
0%
3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim.
E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
Downstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
12.0
12.0 4.42
4.89 E
5.49 F 6.
41 F
2
23.0
23.4 3.84
2.32 B
5.14 F 5.
56 F
3
21.0
21.0 3.84
2.84 C
1.72 A 4.
12 D
4
20.0
12.0 3.84
4.40 E
2.07 B 4.
86 E
5
20.0
10.0 3.84
4.58 E
1.46 A 4.
14 D
6
16.0
12.0 3.84
4.21 D
2.01 B 3.
97 D
7
14.0
14.0 3.84
4.02 D
3.97 D 4.
85 E
8
20.0
8.0 2.61
4.66 E
2.71 B 4.
47 E
9
20.0
20.0
2.61
0.07 A
1.10 A 2.
89 C
Average
5.
28 F
__
________________________
________________________
____________
____________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Sports Arena Bl -
North
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Wi
dth
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
12.0
0.0 2
2 D
107.0 0.0
0.0 0.0
2
13.0
7.0 1
1 UD
121.0 19.7
7.0 0.0
3
14.0
0.0 3
3 D
84.0 16.8
0.0 0.0
4
14.0
0.0 3
3 D
71.0 16.0
0.0 0.0
5
12.0
0.0 3
3 D
71.0 0.0
0.0 0.0
6
11.0
0.0
3
3 D
70.0 20.5
0.0 0.0
7
15.0
7.0 3
3 D
195.0 6.9
7.0 0.0
8
12.0
0.0 3
2 UD
56.0 7.2
0.0 0.0
9
12.0
0.0 2
1 D
62.0 0.0
0.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
770
2% 25.0
0% 3.0
2
1142
2% 25.0
0% 3.0
3
978
2% 35.0
0% 3.0
4
881
2% 35
.0
0% 3.0
5
964
2% 35.0
0% 3.0
6
823
2% 35.0
0%
3.0
7
1270
2% 35.0
90% 3.0
8
1830
2% 35.0
0% 3.0
9
0
0% 45.0
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score
Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
12.0
12.0 2.61
3.92 D
3.86
D 4.
00 D
2
20.0
27.0 2.61
1.52 A
3.58 D 4.
18 D
3
14.0
14.0 3.84
3.94 D
2.98 C 4.
29
E
4
14.0
14.0 3.84
3.88 D
2.73 B 4.
20 D
5
12.0
12.0 3.84
4.19 D
3.20 C 3.
79 D
6
11.0
11.0 3.84
4.22 D
3.32 C 4.
55 E
7
22.0
11.0 3.84
4.44 E
3.13 C 4.
06 D
8
12.0
12.0 3.84
4.51 E
4.00 D 4.
42 E
9
12.0
12.0 4.42
1.70 A
2.51 B 3.
26 C
Average
3.
87 D
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Taylor_East
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
20.0
0.0 2
3 D
93.0 19.3
0.0 0.
0
2
20.0
0.0 3
3 D
57.0 0.0
0.0 0.0
3
12.0
0.0 3
3 D
37.0 10.4
0.0 0.0
4
12.0
0.0 3
2 UD
31.0 7.4
0.0 0.0
5
10.0
0.0 1
2 UD
0.0 0.0
0.0 0.0
2.
Performance and O
ther I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
579
2% 27.6
0% 3.0
2
581
2% 25.3
0% 3.0
3
548
2% 25.1
0% 3.0
4
464
2% 27.8
0% 3.0
5
0
0% 34.8
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
20.0
20.0 3.08
2.63 B
1.60 A 4.
00 D
2
20.0
20.0 2.67
2.31 B
1.05 A 3.
25 C
3
12.0
12.0 2.64
3.55 D
2.44 B 3.
91 D
4
12.0
12.0 3.11
3.61 D
2.44 B 3.
81 D
5
20.0
20.0 3.83
0.31 A
1.99
A 2.
98 C
Average
3.
44 C
__
________________________
________________________
________________________
________________________
______
__________________
___
D. Compute Bicycle LOS
Street: Taylor_West
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
13.0
0.0 1
2 UD
70.0 0.0
0.0 0.0
2
18.0
0.0 2
2 UD
60.0 0.0
0.0 0.0
3
10.0
18.0 2
2 UD
57.0 10.3
0.0 18.0
4
14.0
0.0 2
1 D
95.0 0.0
0.0 0.0
5 12.0
14.0 2
2 D
37.0 29.3
14.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
834
2% 31.3
0% 3.0
2
987
2% 26.4
0% 3.0
3
1045
2% 25.9
0% 3.0
4
1042
2%
21.8
0% 3.0
5
0
0% 32.5
10% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff.
Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
13.0
13.0 3.53
4.43 E
3.14 C 3.
81 D
2
18.0
18.0 2.89
3.23 C
2.05 B 3.
45 C
3
28.0
46.0 2.80
-5.73 A -
0.09 A 2.
30 B
4
14.0
14.0 1.45
3.48 C
4.30 E 4.
22 D
5
26.0
38.0 3.64
-4.95 A -
0.88 A 3.
09 C
Average
3.
48 C
__
________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Harney St -
East
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
9.0
7.0 1
1 UD
34.0 0.0
7.0 0.0
2
8.0
7.0 1
1 UD
52.0 71.2
7.0 0.0
3
10.0
7.0 1
1 UD
32.0 21.3
7.0 0.0
4
15.0
0.0 1
1 UD
25.0 35.4
0.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
0
2%
25.0
80% 3.0
2
1
2% 25.0
80% 3.0
3
0
2% 25.0
90% 3.0
4
0
0% 25.0
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width
Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
32.0
23.0 2.61
-0.34 A
1.22 A 2.
83 C
2
30.0
21.0 2.61
0.11 A
1.71 A 5.
42 F
3
34.0
23.0 2.61
-0.34 A
0.98
A 3.
57 D
4
30.0
30.0 2.61
-2.43 A
1.30 A 3.
74 D
Average
3.
91 D
D. Compute Bicycle LOS
Street: Harney St -
West
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divided/ S
ignal I/S Unsig Conf
Shldr Bike
D
ownstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft) (conf/mi)
(ft) (ft)
1
8.0
7.0 1
1 UD
32.0 0.0
7.0 0.0
2
10.0
0.0 1
1 UD
52.0 0.0
0.0 0.0
3
8.0
7.0 1
1 UD
34.0 0.0
7.0 0.0
4
9.0
7.0 1
1 UD
28.0 0.0
7.0 0.0
2.
Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
0
2% 25.0
66% 3.0
2
1
2% 25.0
0% 3.0
3
0
2% 25.0
90% 3.0
4
0
0%
25.0
90% 3.0
Pavement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle L
OS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
30.0
23.8 2.61
-0.52 A
1.41 A 2.
81 C
2
20.0
20.0 2.61
0.31 A
2.79 C 3.
08 C
3
30.0
19.0 2.61
0.50 A
1.44 A 2.
98 C
4
32.0
21.0 2.61
-0.14 A
1.13 A 2.
86 C
Average
2.
97 C
__
________________________
________________________
________________________
________________________
____
____________________
___
D. Compute Bicycle LOS
Street: Twiggs St -
East
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divi
ded/ S
ignal I/S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft)
(conf/mi)
(ft) (ft)
1
8.0
7.0 1
1 UD
35.0 0.0
7.0 0.0
2
13.0
0.0 1
1 UD
50.0 45.3
0.0 0.0
3
13.0
0.0 1
1 UD
38.0 20.4
0.0 0.0
4
9.0
7.0 1
1 UD
18.0 0.0
7.0 0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
Downstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
0
2% 25.0
100% 3.0
2
0
2% 25.0
0% 3.0
3 0
2% 25.0
90% 3.0
4
0
0% 25.0
50% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate
Bicycle
Downstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
30.0
17.0 2.61
0.86 A
1.45 A 3.
03 C
2
26.0
26.0 2.61
-1.07 A
2.11 B 4.
35 E
3
26.0
17.0 2.
61
0.86 A
1.93 A 3.
78 D
4
32.0
29.0 2.61
-2.14 A
0.98 A 2.
54 B
Average
3.
32 C
__________________________
________________________
________________________
________________________
________________________
___
D. Compute Bicycle LOS
Street: Twiggs St -
West
1. Geometric Input Data
Segment
Intrsctn
Segment & Outside B
ike/Shldr Through
Through Divide
d/ S
ignal I/S Unsig Conf
Shldr Bike
Downstream Lane Width L
ane Width Lanes
Lanes Undivided C
ross Dist Per Mile
Width Lane Width
Signal (ft)
(ft) (One-
Dir) (
One-Dir) (D / UD)
(ft)
(conf/mi)
(ft) (ft)
1
9.0
7.0 1
1 UD
38.0 0.0
7.0 0.0
2
13.0
0.0 1
1 UD
50.0 30.6
0.0 0.0
3
13.0
0.0 1
1 UD
35.0 0.0
0.0 0.0
4
8.0
7.0 1
1 UD
47.0 0.0
7.0
0.0
2. Performance and Other I
nput Data
Segment & Traffic
Heavy MidSegment
Percent Pavement
D
ownstream Volume
Vehicle Traffic Spd O
n-street Rating
Signal (vph pk 15)
(%) (mph)
Parking (#)
1
0
2% 25.0
0% 3.0
2
0
2% 25.0
0% 3.0
3
0
2% 25.0
0% 3.0
4
0
0% 25.0
0% 3.0
Pa
vement Rating: 1=Poor, 5
=Excellent
Mid-segment vehicle speed
= average of auto free-f
low speed, and auto aver
age speed with intersect
ion delay.
3. Compute Bicycle LOS
Segment & Prelim. E
ffective Speed
Segment Bicycle Int
ersect Bicycle Aggre
gate Bicycle
D
ownstream Eff. Width
Width Factor
Score Segment S
core Intersect Sco
re Facility
Signal Wv (ft)
We (ft) (#)
(#) LOS
(#) LOS (#
) LOS
1
32.0
39.0
2.61
-5.30 A
1.28 A 2.
04 B
2
26.0
26.0 2.61
-1.07 A
2.11 B 3.
84 D
3
26.0
26.0 2.61
-1.08 A
1.88 A 2.
75 C
4
30.0
37.0 2.61
-4.78 A
1.64 A 2.
14 B
Average
2.
74 B
__________________________
________________________
________________________
________________________
________________________
___