2012 mapa traffic growth report - covid-19...
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2012 MAPA Traffic Growth Report Page 2: Introduction and Methodology Page 3: Corridor Map Page 4: Estimated Percent Change in Vehicle Miles Traveled, 2010-2012 Page 5: 2012 Average Weekday Vehicle Miles Traveled Page 6: Regional Traffic Patterns Page 7: MAPA Area Continuous Traffic Counts
Page 8: MAPA Regional Automatic Traffic Recorder Counts, 1995- 2012 Page 9: Annual Rate of Change of Automatic Traffic Recorders (ATR), 1995-2012 Page 10: Annual Rate of Change of Automatic Traffic Recorders by Station, 1995-2012 by State Page 11: Annual Rate of Change of Automatic Traffic Recorders by Station, 1995-2012 Page 12: Annual Rate of Change of Automatic Traffic Recorders by Station, 2010-2012
The growth analysis in this publication is based on data compiled by MAPA in cooperation with the cities of Bellevue Council Bluffs, La Vista, Omaha, Papillion; counties of Douglas, Pottawattamie, Sarpy; Iowa DOT, Nebraska DOR, FHWA and FTA. The preparation of this document was financed in part with funding from the United States Department of Transportation (USDOT), administered by the Nebraska Department of Roads (NDOR) and Iowa Department of Transportation (Iowa DOT). The opinions, findings and conclusions expressed in this publication are those of the authors and do not necessarily represent USDOT, NDOR or Iowa DOT.
MAPA Traffic Growth Report: Introduction and Methodology The Traffic Growth Report is published periodically by the Metropolitan Area Planning Agency (MAPA) as part of its on-going process of monitoring transportation in the Omaha-Council Bluffs metropolitan area. This report provides a unique analysis of the change in vehicular traffic from a regional and sub-regional perspective. Traffic is listed in terms of total VMT (vehicle miles traveled), which is calculated by multiplying the length of a road segment by the average weekday daily traffic (AAWT). Statistics in the Traffic Growth Report are primarily derived from volumes shown on the 2012 Traffic Flow Map. For more specific information regarding traffic along or through particular streets or intersections, please consult the MAPA 2012 Traffic Flow Map. The 2012 Traffic Growth Report adopts a slightly different methodology to measure the changes in VMT at regional and sub-regional levels. Traffic Analysis Districts (TADs) are bound by major roadways and are the level to which data is aggregated for this report. Additionally, rates of change within a given TAD are calculated based on the change at count locations where new count data has been collected since the last report (i.e. a location with a 2012 traffic count would be compared back to the AAWT value in 2010). As such the VMT per TAD and rates of change are representative only of a sampling of those locations at which new data was available for this report. The Regional Traffic Patterns figure was created using data compiled from the MAPA Intersection Report, the MAPA Interchange Report, and the MAPA Travel Demand Model. Traffic flow recorded at each intersection was processed using ArcGIS Spatial Analyst and turned into an interpolated flow surface that demonstrates intersection connectivity. Additional traffic flow at each interchange is displayed with a corresponding point magnitude. Finally, road segments from the travel demand model where the traffic flow exceeds capacity (i.e. the amount of traffic that a given segment can support during normal conditions) show areas for potential capacity improvement. When considered together these three elements provide insight into transportation network performance and traffic flow trends in the region. Pages 5-8 of the report show average growth rates by Automatic Traffic Recorder (ATR) station over the period 2002 to 2013. The maximum average growth rate of around 5.79% is observed at station N1 (North of Gretna). The ATR station on I-92 South of Ave N Council Bluffs experienced an average rate of decrease of over 3% during the same period. The total Douglas County VMT grew by 1%, Sarpy County VMT remained nearly level and Pottawattamie County VMT decreased by 2% from 2010. The western part of Omaha region along the Dodge Expressway and western Sarpy County continued to grow in accordance with the continued new development in the area. Additionally some areas such as the central parts of Sarpy County showed a decrease in traffic.
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Mil ls
Pottawattam ie
Sarp y
Dou glas
L St
Q St
Fort St
48th
St
36th
St
60th
St
24th
St
96th
St
84th
St
72nd
St
180th
St
168th
St
156th
St
144th
St
204th
St
120th
St
108th
St
216th
St
192n
d St
Maple St
132n
d St
Military St
Hwy 370
Giles Rd
Center St
Dodge St
Pacific St
Blondo St
Harrison St
Schram Rd
Fairview Rd
Bennington Rd
Capehart Rd
Platteview Rd
Cornhusker Rd
Broadway
US 6
Hwy 92
Pioneer Trl
29
80
29
29
80
29
80 80
29
80
80
80
680
480
480680
Corridor Map
0 6 123Miles
2012 Traffic Growth Report
LegendTraffic Analysis District
3
Mil ls
Pottawattam ie
Sarp y
Dou glas
L St
Q St
Fort St
48th
St
36th
St
60th
St
24th
St
96th
St
84th
St
72nd
St
180th
St
168th
St
156th
St
144th
St
204th
St
120th
St
108th
St
216th
St
192n
d St
Maple St
132n
d St
Military St
Hwy 370
Giles Rd
Center St
Dodge St
Pacific St
Blondo St
Harrison St
Schram Rd
Fairview Rd
Bennington Rd
Capehart Rd
Platteview Rd
Cornhusker Rd
Broadway
US 6
Hwy 92
Pioneer Trl
5%
0%
-5%
-2%
-3%
-5%
-2%
-2%
0%
-2%
5%
1% 1%
3%
5%4%
0%-1% -1%
1%
2%
-1%
6%-2%
-1%
29
80
29
29
80
29
80 80
29
80
80
680
480680
Estimated Percent Change in Vehicle Miles Traveled 2010 - 2012
0 6 123Miles
2012 Traffic Growth Report
Percent Change-5% to -3%-2% to -1%0% to 1%2% to 3%4% to 6%
Douglas 1%Sarpy 0%Pott/Mills -3%Total 0%
Regional Totals
4
Mil ls
Pottawattam ie
Sarp y
Dou glas
L St
Q St
Fort St
48th
St
36th
St
60th
St
24th
St
96th
St
84th
St
72nd
St
180th
St
168th
St
156th
St
144th
St
204th
St
120th
St
108th
St
216th
St
192n
d St
Maple St
132n
d St
Military St
Hwy 370
Giles Rd
Center St
Dodge St
Pacific St
Blondo St
Harrison St
Schram Rd
Fairview Rd
Bennington Rd
Capehart Rd
Platteview Rd
Cornhusker Rd
Broadway
US 6
Hwy 92
Pioneer Trl
405
297
452
380
654
593
380
251
380
420
225
733 733
401 526
561400
492401
649
450
356
155249
187
29
80
29
29
80
29
80 80
29
80
80
680
480680
2012 Average Weekday Vehicle Miles Traveled (in thousands)
0 6 123Miles
2012 Traffic Growth Report
Vehicle Miles Traveled155,467 - 250,903250,904 - 356,314356,315 - 451,978451,979 - 592,671592,672 - 732,590
5
66
6
6
80
34
75
29
80
29
29
80
29
80 80
64
36
36
92
31
29
64
36 75
85
50
31
75
75
80
80
80
680
275
370
680
480
133
192
370
275275
480680
Q ST
FORT ST
HARRISON ST
252N
D ST
BLONDO ST
L-34
225T
H ST
96TH
ST
50TH
ST
PACIFIC ST
IDA ST
72ND
ST
16TH
ST
48TH
ST
S OMA BRID RD
78TH
ST
156T
H ST
WEST Q RD
234T
H ST
168T
H ST
30TH ST
108T
H ST
PAWNEE RD (N-36)
72ND
ST
BROADWAY
PIONEER TR
90TH
ST
13TH
ST
120T
H ST
HWY 275
JOSLIN
AVE
264T
H ST AVE H
144T
H ST
132N
D ST
CAPEHART RD
REICHMUTH RD (OLD
180T
H ST
LA PLATTE RD
84TH
ST
HWY 191
204T
H ST
OLD HWY 6
RIVER ROAD DR
BLAIR HIGH RD
HWY 370
HWY 0
50
BUFFALO RD
L-34
Regional Traffic Patterns
0 4 82 Miles
Transportation Management Area
LegendOver-CapacityRoad Segment
Interchange VolumeLow - Medium - High
Intersection VolumeLow
High
Medium
-
-
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MAPA Area Continuous Traffic Counts
The States of Nebraska and Iowa both have traffic counting sites that count vehicles on a continous basis, for all 365 days of the year, in the
Omaha-Council Bluffs metro area. These counters, called “Automatic Traffic Recorders” (ATRs), provide an excellent source of traffic data. Traffic
data and growth trends for the locations are shown below.
There are currently 15 ATRs in the region, with 9 located inNebraska side and 5 located in Iowa (one location in Iowa was discontinued in after
2012). ATRS are located on freeways and arterials in urban, suburban, and rural areas. Historically, these numbers have been reasonably
consistent with data from MAPA’s Traffic Growth Report. Between 2010 and 2012, the ATR data decreased 2.67%. This differs slightly with MAPA’s
traffic growth analysis that showed a neglible change from 2010. Some of this may be attributable to decreases in outlying rural ATR locations not
include in MAPA’s traffic growth analysis.Newly available data for the metro area in 2013 shows a moderate increase of 1.58% between 2012 and
2013 for the MAPA region.
The charts on the following pages track the growth of traffic on roadways monitored by ATRs in the MAPA region. The charts and graphs in this section only
include data from ATRs for which a continuous set of data for the period reflected on each graphic. As such these charts reflect a sampling of the available ATR
data but allow us to make comparisons and generalizations for these periods. Additional graphs illustrate the average annual rates of change for the entire
region and for each traffic record over the 17 year period and since the last MAPA Traffic Growth Report.
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0
100,000
200,000
300,000
400,000
500,000
600,000
1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012
411,002 433,775 444,389 465,994 482,205 496,130 511,468 530,323 532,964 543,071 551,115 562,855 561,475 547,945 546,435 558,186 552,537 556,672
An
nu
al A
vera
ge D
aily
Tra
ffic
(A
AD
T)
MAPA Regional Automatic Traffic Recorder Counts, 1995-2012
8
5.54%
2.45%
4.86%
3.48%
2.89% 3.09%
3.69%
0.50%
1.90%
1.48%
2.13%
-0.25%
-2.41%
-0.28%
2.15%
-1.01%
0.75%
-3.00%
-2.00%
-1.00%
0.00%
1.00%
2.00%
3.00%
4.00%
5.00%
6.00%
19
96
19
97
19
98
19
99
20
00
20
01
20
02
20
03
20
04
20
05
20
06
20
07
20
08
20
09
20
10
20
11
20
12
Annual Rate of Change of Automatic Traffic Recorders (ATR) 1995-2012 for Metropolitan Region
9
1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012
Nebraska 5.55% 2.94% 4.04% 3.42% 3.57% 3.50% 3.27% 1.23% 1.99% 1.50% 2.21% -0.16% -2.24% -0.02% 2.60% 0.87% -0.33%
Iowa 5.49% 0.75% 7.74% 3.68% 0.61% 1.66% 5.14% -2.02% 1.56% 1.41% 1.85% -0.55% -3.03% -1.22% 0.51% -8.11% 5.19%
-10.00%
-8.00%
-6.00%
-4.00%
-2.00%
0.00%
2.00%
4.00%
6.00%
8.00%
10.00%
Annual Rate of Change of Automatic Traffic Recorders (ATR) 1995-2012 by State
10
Automatic Traffic Recorder Station Index
A-5 US 6 North of Gretna A-26 US 75 Just North of Jct. N-370 in Bellevue 811 IA 192 S of Ave N Council Bluffs A-17 I-80 Just South of Douglas - Sarpy Line A-32 I-680 Mormon Bridge in Omaha 100 I-29 3.0 MI N of S JCT I 680 Honey Creek A-23 US 75/30th Street South of I-680 in Omaha A-40 I-680 North of Dodge Street in Omaha 102 I-29 4.0 MI S of US 34 Pacific Jct. A-24 I-80 at 36th Street in Omaha A-56 I-80 West of Gretna Interchange 110 I-80 1.5 MI W of Co M16 Shelby A-25 N-64 At 160th Street 704 I-29/80 .6 MI W OF IA 192 Council Bluffs 125 I-680 6.4 mi West of I-80
5.79%
2.51%
-0.23%
1.42% 1.45%
3.11%
0.26%
2.09% 2.43% 2.26%
-3.03%
0.33%
1.56%
0.46%
-0.57%
-4%
-3%
-2%
-1%
0%
1%
2%
3%
4%
5%
6%
7%
A-5 A-17 A-23 A-24 A-25 A-26 A-32 A-40 A-56 704 811 100 102 110 125
Annual Rate of Change of Automatic Traffic Recorders by Station 1995-2012
11
Automatic Traffic Recorder Station Index
A-5 US 6 North of Gretna A-26 US 75 Just North of Jct. N-370 in Bellevue 811 IA 192 S of Ave N Council Bluffs A-17 I-80 Just South of Douglas - Sarpy Line A-32 I-680 Mormon Bridge in Omaha 100 I-29 3.0 MI N of S JCT I 680 Honey Creek A-23 US 75/30th Street South of I-680 in Omaha A-40 I-680 North of Dodge Street in Omaha 102 I-29 4.0 MI S of US 34 Pacific Jct. A-24 I-80 at 36th Street in Omaha A-56 I-80 West of Gretna Interchange 110 I-80 1.5 MI W of Co M16 Shelby A-25 N-64 At 160th Street 704 I-29/80 .6 MI W OF IA 192 Council Bluffs
4.27%
1.21%
-2.26%
0.95%
2.11% 1.93%
-1.32%
0.81%
1.97%
0.07%
-12.20%
-0.54%
1.11%
-7.92%
-14%
-12%
-10%
-8%
-6%
-4%
-2%
0%
2%
4%
6%
A-5 A-17 A-23 A-24 A-25 A-26 A-32 A-40 A-56 704 811 100 102 110
Annual Growth Rate of Automatic Traffic Recorders by Station 2010-2012
12