|
PEAK
HOUR
HOV & NON-HOV
LANE
COMPARISONS
|
|
|
|
|
|
% of all
Vehicles
|
% of all
Persons
|
|
|
|
|
|
|
|
|
|
|
|
|
in
HOVL
|
in
Non-
HOVL
|
in
HOVL
|
in
Non-
HOVL
|
Number
of
Non-HOVL
|
in
Non-HOVL
(Avg in each
Non-HOVL)
|
|
|
|
Ala-80
|
WB
|
Bay Bridge Toll
Plaza
|
AM
|
43%
|
**
57%
|
70%
|
*
30%
|
18
|
2%
|
|
|
|
PM
|
13%
|
**
87%
|
33%
|
*
67%
|
18
|
4%
|
|
|
|
Sol-80
|
EB
|
Carquinez
Bridge
|
AM
|
8%
|
92%
|
21%
|
79%
|
11
|
7%
|
|
|
|
PM
|
20%
|
80%
|
45%
|
55%
|
11
|
5%
|
|
|
|
Ala-84
|
WB
|
Dumbarton
Bridge Toll Plaza
|
AM
|
32%
|
68%
|
51%
|
49%
|
3
|
24%
|
|
|
|
PM
|
20%
|
80%
|
37%
|
63%
|
3
|
32%
|
|
|
|
Ala-92
|
WB
|
San Mateo
Bridge Toll Plaza
|
AM
|
18%
|
82%
|
32%
|
68%
|
3
|
34%
|
|
|
|
PM
|
15%
|
85%
|
31%
|
69%
|
3
|
34%
|
|
|
|
Ala-80
|
WB
|
Contra Costa
County Line to Powell Street
|
AM
|
17%
|
83%
|
35%
|
65%
|
4
|
16%
|
|
|
|
PM
|
6%
|
94%
|
11%
|
89%
|
4
|
22%
|
|
|
|
|
|
EB
|
Powell Street
to Contra Costa County Line
|
AM
|
2%
|
98%
|
7%
|
93%
|
4
|
23%
|
|
|
|
PM
|
14%
|
86%
|
30%
|
70%
|
4
|
17%
|
|
|
|
Ala-880
|
SB
|
Marina Blvd to
Whipple Rd
|
AM
|
21%
|
79%
|
33%
|
67%
|
3
|
22%
|
|
|
|
PM
|
16%
|
84%
|
26%
|
74%
|
3
|
25%
|
|
|
|
|
|
|
|
Whipple Rd to
Mission Blvd
|
AM
|
19%
|
81%
|
33%
|
67%
|
3
|
22%
|
|
|
|
PM
|
16%
|
84%
|
25%
|
75%
|
3
|
25%
|
|
|
|
|
|
NB
|
Mission Blvr
toWhipple Rd
|
AM
|
9%
|
79%
|
18%
|
100%
|
3
|
10%
|
|
|
|
PM
|
18%
|
66%
|
32%
|
100%
|
3
|
22%
|
|
|
|
|
|
|
|
Whipple Rd to
South of Rte 238 I/C
|
AM
|
17%
|
83%
|
33%
|
67%
|
3
|
22%
|
|
|
|
PM
|
21%
|
79%
|
37%
|
65%
|
3
|
22%
|
|
|
|
Ala-880
|
NB
|
16th Street to
SFOBB
|
AM
|
42%
|
58%
|
67%
|
33%
|
2
|
17%
|
|
|
|
PM
|
7%
|
93%
|
13%
|
87%
|
2
|
44%
|
|
|
|
CC-04
|
WB
|
West of
Railroad to Port Chicago Hwy
|
AM
|
11%
|
89%
|
18%
|
82%
|
3
|
41%
|
|
|
|
|
|
|
EB
|
Port Chicago
Hwy to West of Railroad
|
PM
|
16%
|
84%
|
28%
|
72%
|
3
|
36%
|
|
|
|
CC-80
|
EB
|
Alameda County
Line to Route 4
|
AM
|
4%
|
96%
|
10%
|
90%
|
3
|
30%
|
|
|
|
PM
|
21%
|
79%
|
43%
|
57%
|
3
|
19%
|
|
|
|
|
|
WB
|
Route 4 to
Alameda County Line
|
AM
|
19%
|
81%
|
44%
|
56%
|
3
|
19%
|
|
|
|
PM
|
7%
|
93%
|
19%
|
81%
|
3
|
27%
|
|
|
|
CC-680
|
SB
|
Livorna Rd to
Alcosta Blvd
|
AM
|
13%
|
87%
|
25%
|
75%
|
3
|
25%
|
|
|
|
PM
|
14%
|
86%
|
27%
|
73%
|
3
|
24%
|
|
|
|
|
|
NB
|
Alcosta Blvd to
Livorna Rd
|
AM
|
10%
|
90%
|
24%
|
76%
|
3
|
25%
|
|
|
|
PM
|
22%
|
78%
|
36%
|
64%
|
3
|
21%
|
|
|
|
Mrn-101
|
SB
|
Rte 37 to N.
San Pedro Rd
|
AM
|
25%
|
75%
|
43%
|
57%
|
3
|
19%
|
|
|
|
|
|
|
|
Greenbrae I/C
to Richardson Bay Brdg
|
AM
|
14%
|
86%
|
34%
|
66%
|
3
|
22%
|
|
|
|
|
|
NB
|
Richardson Bay
Brdg to Greenbrae I/C
|
PM
|
13%
|
87%
|
34%
|
66%
|
3
|
22%
|
|
|
|
|
|
|
|
N. San Pedro Rd
to Rte 37
|
PM
|
11%
|
89%
|
27%
|
73%
|
3
|
24%
|
|
|
|
SM-101
|
SB
|
Whipple Ave to
Santa Clara Co. Line
|
AM
|
12%
|
88%
|
23%
|
77%
|
3
|
26%
|
|
|
|
PM
|
13%
|
87%
|
19%
|
81%
|
3
|
27%
|
|
|
|
|
|
NB
|
Santa Clara Co.
Line to Whipple Ave
|
AM
|
13%
|
87%
|
24%
|
76%
|
3
|
25%
|
|
|
|
PM
|
13%
|
87%
|
21%
|
79%
|
3
|
26%
|
|
|
|
SCl-85
|
SB
|
Rte 101 (Mtn
View) to Rte 280
|
AM
|
8%
|
92%
|
14%
|
86%
|
2
|
43%
|
|
|
|
PM
|
26%
|
74%
|
41%
|
59%
|
2
|
30%
|
|
|
|
|
|
|
|
Rte 280 to
Almaden Expwy
|
AM
|
5%
|
95%
|
9%
|
91%
|
2
|
45%
|
|
|
|
|
PM
|
21%
|
79%
|
34%
|
66%
|
2
|
33%
|
|
|
|
|
|
|
|
Almaden Expwy
to Rte 101 (So. San Jose)
|
AM
|
7%
|
93%
|
13%
|
87%
|
2
|
43%
|
|
|
|
PM
|
20%
|
80%
|
33%
|
67%
|
2
|
34%
|
|
|
|
|
|
NB
|
Rte 101 (So.
San Jose) to Almaden Expwy
|
AM
|
15%
|
85%
|
26%
|
74%
|
2
|
37%
|
|
|
|
PM
|
8%
|
92%
|
12%
|
88%
|
2
|
44%
|
|
|
|
|
|
|
|
Almaden Expwy
to Rte 280
|
AM
|
27%
|
73%
|
43%
|
57%
|
2
|
28%
|
|
|
|
PM
|
9%
|
91%
|
15%
|
85%
|
2
|
42%
|
|
|
|
|
|
|
|
Rte 280 to Rte
101 (Mtn View)
|
AM
|
18%
|
82%
|
31%
|
69%
|
2
|
34%
|
|
|
|
PM
|
12%
|
88%
|
20%
|
80%
|
2
|
40%
|
|
|
|
SCl-101
|
SB
|
San Mateo Co.
Line to Ellis St
|
AM
|
17%
|
83%
|
31%
|
69%
|
3
|
23%
|
|
|
|
PM
|
15%
|
85%
|
28%
|
72%
|
3
|
24%
|
|
|
|
|
|
|
|
Ellis St to
Guadalupe Pkwy
|
AM
|
6%
|
94%
|
13%
|
87%
|
3
|
29%
|
|
|
|
PM
|
23%
|
77%
|
36%
|
64%
|
3
|
21%
|
|
|
|
|
|
|
|
Guadalupe Pkwy
to 101/280/680 I/C
|
AM
|
5%
|
95%
|
8%
|
92%
|
3
|
31%
|
|
|
|
PM
|
18%
|
82%
|
30%
|
70%
|
3
|
23%
|
|
|
|
|
|
|
|
101/280/680 I/C
to Bernal Rd
|
AM
|
7%
|
93%
|
14%
|
86%
|
3
|
29%
|
|
|
|
PM
|
13%
|
87%
|
21%
|
79%
|
3
|
26%
|
|
|
|
|
|
NB
|
Bernal Rd to
101/280/680 I/C
|
AM
|
20%
|
80%
|
33%
|
67%
|
3
|
22%
|
|
|
|
PM
|
10%
|
90%
|
19%
|
81%
|
3
|
27%
|
|
|
|
|
|
|
|
101/280/680 I/C
to Guadalupe Pkwy
|
AM
|
23%
|
77%
|
38%
|
62%
|
3
|
21%
|
|
|
|
PM
|
11%
|
89%
|
20%
|
80%
|
3
|
27%
|
|
|
|
|
|
|
|
Guadalupe Pkwy
to Ellis St
|
AM
|
12%
|
88%
|
20%
|
80%
|
3
|
27%
|
|
|
|
PM
|
14%
|
86%
|
26%
|
74%
|
3
|
25%
|
|
|
|
|
|
|
|
Ellis St to San
Mateo Co. Line
|
AM
|
15%
|
85%
|
26%
|
74%
|
3
|
25%
|
|
|
|
PM
|
17%
|
83%
|
29%
|
71%
|
3
|
24%
|
|
|
|
SCl-237
|
WB
|
Rte 880 to
Mathilda Ave
|
AM
|
17%
|
83%
|
31%
|
69%
|
2
|
35%
|
|
|
|
PM
|
12%
|
88%
|
22%
|
78%
|
2
|
39%
|
|
|
|
|
|
EB
|
Mathilda Ave to
Rte 880
|
AM
|
9%
|
91%
|
18%
|
82%
|
2
|
41%
|
|
|
|
PM
|
16%
|
84%
|
28%
|
72%
|
2
|
36%
|
|
|
|
SCl-280
|
SB
|
Magdalena Ave
to Leland Ave
|
AM
|
6%
|
94%
|
12%
|
88%
|
3
|
29%
|
|
|
|
PM
|
15%
|
85%
|
27%
|
73%
|
3
|
24%
|
|
|
|
|
|
NB
|
Leland Ave to
Magdalena Ave
|
AM
|
10%
|
90%
|
18%
|
82%
|
3
|
27%
|
|
|
|
PM
|
11%
|
89%
|
19%
|
81%
|
3
|
27%
|
|
|
|
|
* Total in all
4 HOVL's.combined.
|
|
|
** Total in all
18Non HOVL's combined.
|
|
|
|