Peak Hour HOVL Volumes

 

HOV Lane Violation Rates

Contact Information

Ramp HOV Bypasses

Peak Hour HOV Lane Time Savings

Download Report

 

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
36%**
64%
64%*
36%
18
2%

PM
10%**
90%
26%*
74%
18
4%


Sol-80

EB

Carquinez Bridge

AM
9%
91%
21%
79%
11
7%

PM
15%
85%
39%
61%
11
6%


Ala-84

WB

Dumbarton Bridge Toll Plaza

AM
31%
69%
51%
49%
2
25%

PM
21%
79%
37%
63%
2
32%


Ala-92

WB

San Mateo Bridge Toll Plaza

AM
25%
75%
45%
55%
2
27%

PM
14%
86%
27%
73%
2
36%


Ala-80

WB

Contra Costa County Line to Powell Street

AM
19%
81%
41%
59%
4
15%

PM
10%
90%
23%
77%
4
19%


EB

Powell Street to Contra Costa County Line

AM
3%
97%
7%
93%
4
23%

PM
16%
84%
34%
66%
4
16%


Ala-880

SB

Marina Blvd to Mission Blvd

AM
19%
81%
36%
64%
3
21%

PM
15%
85%
27%
73%
3
24%


NB

Whipple Rd to Marina Blvd

AM
12%
88%
21%
79%
3
26%

PM
16%
84%
23%
77%
3
26%


16th Street to SFOBB Toll Plaza

AM
57%
43%
82%
18%
2
9%

PM
12%
88%
32%
68%
2
34%


CC-80

EB

Alameda County Line to Route 4

AM
6%
94%
14%
86%
3
29%

PM
12%
88%
31%
69%
3
23%


WB

Route 4 to Alameda County Line

AM
19%
81%
38%
62%
3
21%

PM
7%
93%
17%
83%
3
28%


CC-580***

EB

Marine St to Central Ave

AM
11%
89%
16%
84%
2
42%


WB

Central Ave to Marine St

PM
9%
91%
16%
84%
2
42%


CC-680

SB

Livorna Rd to Alcosta Blvd

AM
12%
88%
24%
76%
3
25%

PM
11%
89%
21%
79%
3
26%


NB

Alcosta Blvd to Livorna Rd

AM
11%
89%
22%
78%
3
26%

PM
17%
83%
33%
67%
3
22%


Mrn-101

SB

Rte 37 to N. San Pedro Rd

AM
20%
80%
41%
59%
3
20%


Greenbrae I/C to Richardson Bay Brdg

AM
13%
87%
31%
69%
3
23%


NB

Richardson Bay Brdg to Greenbrae I/C

PM
12%
88%
30%
70%
3
23%


N. San Pedro Rd to Rte 37

PM
13%
87%
25%
75%
3
25%


SM-101

SB

Whipple Ave to Santa Clara Co. Line

AM
15%
85%
31%
69%
3
23%

PM
14%
86%
23%
77%
3
26%


NB

Santa Clara Co. Line to Whipple Ave

AM
14%
86%
23%
77%
3
26%

PM
18%
82%
29%
71%
3
24%


SCl-85

SB

Rte 101 (Mtn View) to Rte 280

AM
8%
92%
14%
86%
2
43%

PM
28%
72%
47%
53%
2
27%


Rte 280 to Almaden Expwy

AM
5%
95%
11%
89%
2
44%

PM
22%
78%
36%
64%
2
32%


Almaden Expwy to Rte 101 (So. San Jose)

AM
13%
87%
22%
78%
2
39%

PM
19%
81%
29%
71%
2
35%


NB

Rte 101 (So. San Jose) to Almaden Expwy

AM
21%
79%
33%
67%
2
33%

PM
11%
89%
18%
82%
2
41%


Almaden Expwy to Rte 280

AM
28%
72%
45%
55%
2
28%

PM
10%
90%
18%
82%
2
41%


Rte 280 to Rte 101 (Mtn View)

AM
18%
82%
29%
71%
2
35%

PM
10%
90%
19%
81%
2
41%


SCl-101

SB

San Mateo Co. Line to Ellis St

AM
16%
84%
27%
73%
3
24%

PM
16%
84%
28%
72%
3
24%


Ellis St to Guadalupe Pkwy

AM
8%
92%
13%
87%
3
29%

PM
23%
77%
37%
63%
3
21%


Guadalupe Pkwy to 101/280/680 I/C

AM
8%
92%
13%
87%
3
29%

PM
17%
83%
29%
71%
3
24%


101/280/680 I/C to Bernal Rd

AM
7%
93%
12%
88%
3
29%

PM
15%
85%
26%
74%
3
25%


NB

Bernal Rd to 101/280/680 I/C

AM
20%
80%
37%
63%
3
21%

PM
10%
90%
16%
84%
3
28%


101/280/680 I/C to Guadalupe Pkwy

AM
25%
75%
39%
61%
3
20%

PM
14%
86%
26%
74%
3
25%


Guadalupe Pkwy to Ellis St

AM
11%
89%
19%
81%
3
27%

PM
14%
86%
24%
76%
3
25%


Ellis St to San Mateo Co. Line

AM
12%
88%
26%
74%
3
25%

PM
15%
85%
26%
74%
3
25%


SCl-237

WB

Rte 880 to Mathilda Ave

AM
19%
81%
33%
67%
2
33%

PM
12%
88%
22%
78%
2
39%


EB

Mathilda Ave to Rte 880

AM
8%
92%
13%
87%
2
44%

PM
23%
77%
39%
61%
2
31%


SCl-280

SB

Magdalena Ave to Leland Ave

AM
6%
94%
11%
89%
3
30%

PM
13%
87%
28%
72%
3
24%


NB

Leland Ave to Magdalena Ave

AM
13%
87%
23%
77%
3
26%

PM
7%
93%
15%
85%
3
28%


* Total in 4 HOVL's. The Avg per HOVL would be 16% each in the AM and 6.5% in the PM

** Total in 4 HOVL's. The Avg per HOVL would be 9% each in the AM and 2.5% in the PM.

*** This facility is currently being reevaluated for continued operations.

.