arterial highway system performance in the metropolitan washington region fy 2007 congestion...
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ARTERIAL HIGHWAY SYSTEM PERFORMANCEIN THE METROPOLITAN WASHINGTON REGION
FY 2007 CONGESTION MONITORING AND ANALYSIS
Travel Forecasting Subcommittee Meeting January 18, 2008
2
Overview of the monitoring program
• Monitor 43 major arterial highway routes totaling 365 miles (see Table1)• Begun in 2000, routes monitored on a three year cycle (e.g., 2001 routes repeated in 2004, and 2007 (Table2 shows additional detail)• Four cars equipped with Global Positioning system (GPS) and Pocket PC were used to record travel time and speed data on each route between 1 PM to 8 PM on week days covering the PM peak period and off-peak period
Purpose• To identify the location, severity and extent of congestion on the major arterial highway routes in the region
Arterial Highway Travel Time/Speed Monitoring Study
3
Performance Analysis /Methodology• Level of Service (LOS) for the routes is determined using speed data
and the 2000 Highway Capacity Manual procedure (Table 3)
• LOS E & F is considered as congested condition
• LOS was determined for entire route as well as the segments within during the PM peak hour, peak period and off-peak period
• Results compared with 2001 and 2004 surveys
4
Table 1Monitored Routes Shown By Years Within 3 Year Cycle
(page 1 of 2)
FY 2000,2003 &2006
FY 2001,2004 &2007
FY 2002,2005 &2008
Juris.
Routes Mileage Routes Mileage Routes Mileage
Maryland MD 355 15.3 MD 4 11.5 Georgia Ave. 9.5
MD 198 5.0 MD 586 5.4 MD 5 11.9
MD 117 6.8 MD 450 12.8 MD 28 9.0
MD 197 14.7 MD 144 4.1MD 193 (University Blvd.) 4.2
Randolph Rd 9.1
Total 41.8 33.8 43.7
Virginia US 50 23.0 VA 234 22.4 FFX Co. Parkway 19.8
VA 123 27.7 VA 28 17.0 US 1 18.8
US 15 12.5 VA 120 8.1 US 29 21.0
VA 7 29.3
Total 63.2 76.8 59.6
5
FY 2000,2003 &2006
FY 2001,2004 &2007
FY 2002,2005 &2008
Juris.
Routes Mileage Routes Mileage Routes Mileage
District Wisconsin Ave. 4.1 Canal Rd/M St. 3.7 Connecticut Ave. 4.0
of Pennsylvania Ave. 1.1 7th St./Georgia Ave 3.4 K St./New York Ave. 4.2
Columbia 17th Street 0.7 Georgia Ave. 3.3 Nebraska Ave./ 2.2
Independence Ave. 1.9Constitution Ave/Louisiana Ave.1 2.4 Military Road
I St. 0.8 Penn Ave./Branch Ave. 3.7 Pennsylvania Avenue 0.8
H St. 0.6 14th Street NW 1.0
15th St. 0.7 16th Street NW *2 6.1
L Street NW *3 1.1
Total 9.9 16.5 19.4
TOTAL 114.9 127.1 122.7
Note: 16th Street and L Street were monitored in FY 2006 due to construction activities in 2005
Table 1Monitored Routes Shown By Years Within 3 Year Cycle
(page 2 of 2)
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Table 2Routes & Limits for the FY 2007
Route Limits Distance
Jurisdiction Route From To (miles)
MD MD Route 4 Alabama Old Crain 11.5
MD Route 144 Waverly Monocacy 4.1
MD Route 450 Landover Crain Hwy 12.8
MD Route 586 1st St University 5.4
MD Total 33.8
VA VA 7 - Segment 1 Van Dorn International 9.3
VA 7 - Segment 2 International Georgetown Pike 9.0
VA 7 - Segment 3 Georgetown Pike Cochran Mill - 653 11.0
VA Route 28 Compton VA - 7 17.0
VA Route 120 Mt Vernon Chain Bridge 8.1
VA 234 - Segment 1 Hoadly Battleview 12.2
VA 234 - Segment 2 Rt - 1 Hoadly 10.2
VA Total 76.8
DC Canal/M St 30th St NW Chain Bridge 3.7
Georgia Ave - Segment 1 New Hampshire Eastern 3.3
Georgia Ave/7th St Independence New Hampshire 3.4
Louisiana/Constitution Ave North Capital 21st St NE 2.4
Pennsylvania/Branch Ave Independence Southern 3.7
DC Total 16.5
Regional Total 127.1
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Table 3Arterial Levels of Service (LOS)2
Arterial Classification
I II III IV
Range of Free Flow Speeds (mph)
Typical Free Flow speeds (mph)
45 to 55
50
35 to 45
40
30 to 35
33
25 to 35
30
Levels of Service Average Travel speed
ABCDEF
>42>34>27>21>16<16
>35>28>22>17>13<13
>30>24>18>14>10<10
>25>19>13>9>7<7
2 Highway Capacity Manual, Chapter 10, Updated Year 2000
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• 83% of the system miles monitored operated at LOS “D” or better during the PM peak hour
• The District of Columbia has the highest percentage of LOS “E-F” (23%) during the peak hour (VA 20% & MD 10%)
• The District of Columbia has the highest percentages of LOS “E-F” during the peak period (12%) and off-peak period (7%)
• Increase in miles with LOS E-F during PM peak hour & period when compared to 2001 and 2004.
FINDINGS - FY 2007 SURVEY
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Figure 1Maryland Tours
LOS for PM Peak Hour (FY 2007)5:00 PM - 6:00 PM
B
C MD 4
E
BMD 144
D
DMD 586
I-270
C
BMD 450
N
1) MD 4 (Alabama Avenue - Old Crain Road)2) MD 144 (Waverly Drive – Monocacy Blvd.)3) MD 450 (MD 202 - MD 3)4) MD 586 (University Boulevard - 1st.
Street)
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Figure 2Virginia Tours
LOS for PM Peak Hour (FY 2007)5:00 PM - 6:00 PM
VA 7-3
VA 7-2
VA 120
VA 28
VA 7 -1
E
A
C
D
CC
E
D
CC
I-95
I-66
N
D
A
A
E
VA 234
1) VA 7 (Part 1. Van Dorn Street - International Drive)2) VA 7 (Part 2. International Drive - Georgetown Pike)3) VA 7 (Part 3. Georgetown Pike - VA Route 653)4) VA 28 (Compton Road - VA Route 7)5) VA 120 (Mt. Vernon Road - Chain Bridge Road)6 VA 234 (Hoadley Road - Battleview Parkway)7) VA 234 (Part 2. US Route 1 – Hoadley Road
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Figure 3District of Columbia Tours
LOS for PM Peak Hour (FY 2007)5:00 PM - 6:00 PM
M St.
Canal Road
D
Pennsylvania Ave
E
F
DD
7th
S
t.
Ge
org
ia A
ve
CC N
1) M St. NW / Canal Road (30th St. NW - Chain Bridge Road2) Georgia Avenue / 7th St. NW (Independence Avenue - New Hampshire Avenue NW)3) Georgia Avenue NW (New Hampshire NW - Eastern Avenue)4) Pennsylvania Avenue / Branch Avenue (Independence Avenue - Southern Avenue)
12
Micro Level Analysis Examples
• MD 586 (Between University Blvd and 1st Street)
• VA 7 segment 1 (Between Van Dorn Street and International Drive)
• 7th Street NW (Between Independence Ave and New Hampshire Ave)
13
Travel Time/Travel Speed Summary Statistics By Segment, Direction, and Peak Hour
Table 4Maryland Route 586
Between University Blvd. and 1st St.LOS for PM Period
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#
#
#
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Westbound
Eastbound
Figure 4Maryland Route 586
Between University Blvd. and 1st St.LOS for PM Period
N
1st
St.
Tw
inb
roo
k P
kwy
Ran
do
lph
Rd
Co
nn
ecti
cut
Ave
Un
ive r
sity
Blv
d
PM Peak Period
PM Peak Period
PM Peak Hour
PM Peak Hour
Segment Length: 5.3 milesPeak hour: 5:00 – 6:00 pmPeak period: 4:00 – 7:00 pm
D
FY 04
FY 01
FY 04
FY 01
FY 07
FY 07
C
C
D
D
D
C
D
B
C
F
C
B
C
C
B
B
D
C
D
C
D
E
D
C
FY 04
FY 01
FY 04
FY 01
FY 07
FY 07
B
B
B
E
C
C
C
D
E
F
E
C
F
C
C
C
D
C
C
C
D
D
E
15
Travel Time/Travel Speed Summary Statistics By Segment, Direction, and Peak Hour
Table 5Virginia Route 7 (Segment - 1)
Between Van Dorn Street and International DriveLOS for PM Period
16
Figure 5 Virginia Route 7 (Tour 1)
Between Van Dorn Street and International DriveLOS for PM Period
No
rth
bo
un
d
So
uth
bo
un
d
N
PM
Pe
ak
Per
iod
PM
Pe
ak
Per
iod
C
C
E
D
C
D
B
D
D
E
B
D
Van Dorn
Beauregard
Carlin Springs
Sleepy Hollow
Washington St
Haycock Rd
International Dr
C
D
F
D
C
E
D
E
C
F
E
C
PM
Pe
a k
Ho u
r
PM
Pe
a k
Hou
r
D
E
D
C
FY
04
FY
01
FY
04
FY
01
FY
04
FY
01
FY
07
FY
01
B
C
C
C
B
B
C
E
D
C
E
B
D
F
D
C
E
Segment Length: 9.1 milesPeak hour: 5:00 – 6:00 pmPeak period: 4:00 – 7:00 pm
C
C
D
E
E
D
E
FY
04
C
D
E
E
C
E
FY
07
C
C
C
E
D
C
D
B B
D
D
E
B
C
D
C
E
D
C
FY
07
FY
07
17
Travel Time/Travel Speed Summary Statistics By Segment, Direction, and Peak Hour
Table 67TH St NW / Georgia Avenue (Tour 2)
Between Independence Ave and New Hampshire AveLOS for PM Period
18
Figure 67TH St NW / Georgia Avenue (Tour 2)
Between Independence Ave and New Hampshire AveLOS for PM Period
No
rth
bo
un
d
So
uth
bo
un
dN
New Hampshire Ave
Florida Ave
Rhode Island Ave
New York AveMass Ave
H St NW
Constitution Ave
Independence Ave
Segment Length: 3.4 milesPeak hour: 5:00 – 6:00 pmPeak period: 4:00 – 7:00 pm
PM
Pe
ak
Per
iod
C
C
F
D
C
F
PM
Pe
a k
Hou
r
FY
04
FY
01
FY
04
FY
01
C
C
F
D
C
E
FY
07
FY
07
D
C
E
D
C
E
DD F DDD
CC E CCD
DD D DDE
CC A DBB
PM
Pe
ak
Per
iod
A
C
E
C
C
D
PM
Pe
a k
Hou
r
C
D
D
E
C
D
D
D
E
E
D
D
BC D DFD
DD E EDE
CD D DDD
AB D CCD
FY
04
FY
01
FY
04
FY
01
FY
07
FY
07
19
Observed Bottlenecks• Maryland
– EB & WB MD 586 between Randolph Rd. and Connecticut Ave – WB MD 144 between East St and Baughmans St.– EB MD 4 between Suitland Pkwy. and Westphalia Rd; WB MD 4 between
Southern Ave. and Alabama Ave.
• Virginia– NB & SB VA-7 between Beauregard St. and Carlin Springs St.; NB VA-7
between Washington St. and Haycock Rd.– NB & SB VA-7 between International Dr and Spring Hill Rd. – NB & SB VA-120 between Arlington Blvd. and Wilson Blvd; SB VA-120
between Old Dominion, Lee and Wilson Blvd– NB VA 234 between Centerville and Prescott & SB VA 234 between
Centerville Rd. and Richmond Rd.
• District of Columbia– WB Pennsylvania Ave between 9th St SE and Independence Ave; & EB
between 9th St SE and Minnesota Ave.– NB 7TH St NW/Georgia Ave. between Rhode Island and Florida Ave.– NB 7TH St NW/Georgia Ave. between H St. & Mass. Ave.– M St. NW/Canal Road between Wisconsin Av. and 35th St. NW.
20
Observed Bottlenecks (Cont’d)
Routes with congestion during the past three surveys
• NB VA-7 between Van Dorn St. and Haycock Rd. with worsening congestion
• NB VA-7 between International Drive and Georgetown Pike – LOS B in 2001 to LOS F in 2007
• SB VA-7 between International Drive and Spring Hill Dr. - LOS F in 2001, 2004 & 2007
• M St. NW/Canal Road between Wisconsin Ave and 35th St. NW. - LOS F in 2001, 2004 & 2007
Improvement
• SB Virginia 28 between Compton Road and New Braddock Rd improved from LOS E to LOS B