2016 Freeway Congestion & Reliability Report
MASON LAKE OSCEOLA
OCEANA MECOSTA Chapter 3 NEWAYGO
GRAND MONTCALM MUSKEGON
REGION KENT OTTAWA SUMMARY IONIA
ALLEGAN BARRY
Contents
Performance Measures Definitions...... 1 Regional Congestion Severity...... 3 Regional Congestion Miles by Severity...... 7 Ranked UDC by Location...... 8 Mobility Measures: I-96 Corridor...... 10 Mobility Measures: I-196 Corridor...... 22 Mobility Measures: M-6 Corridor...... 32 Mobility Measures: US-31 Corridor...... 36 Mobility Measures: US-131 Corridor...... 42
> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Chapter 3 Performance Measures Definitions
Delay No Delay Delay POSTED SPEED
60 MPH*
ACTUAL SPEED
Total delay > Delay is calculated by taking the difference between actual speeds when they fall below 60 mph and the posted speed limit for freeways postedPOSTED at SP 70EE Dmph. This is Recurring to take out the delay caused by the lower average speeds from commercial60 MPH vehicles. Recurring Total delay per mile > Delay per mile is calculated by taking the totalAVERA delayGE SPEED and dividing it by the length of the freeway. This was performed for eachNon-recurring route in each county. ACTUAL SPEED User Delay Cost > User Delay Costs (UDC) is calculated by multiplying delay x hourly volume per hourly user cost. Delay is calculated by taking the difference between actual speeds when they fall below 60 mph and the posted speed limit. Hourly volumes are derived from Average Daily Traffic (ADT) and Commercial Average Daily Traffic (CADT). Hourly user costs are based onNorthbou Federal Highwaynd Travel AdministrationTimes Avg (FHWA) 75thpublication % 95thnumber % FHWA- SA-98-079, “Life-Cycle16.0 Cost Analysis in Pavement Design.” Congestion Severity14.0 > Congestion Severity is calculated based on the worst hourly aver- age speed experienced12.0 Small duringdi erence the AM or PM Peak period per traffic Largemessage di erence channel (TMC) segment. A TMC segmentbetween average is a standard for delivering real-time trafficbetween information. average They vary 10.0 and 95th percentile and 95th percentile from tenths of a miletravel long times to several miles long. travel times 8.0
• Three differentMinutes categories are used to distinguish severity levels: low (>= 55 mph), mod- erate (>= 356.0 mph & < 55 mph), and severe (< 35 mph). 4.0
2.0 Reliable Unreliable
0.0 1:00 PM PM 2:00 PM 3:00 4:00 PM 4:00 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 1:00 AM 2:00 AM 3:00 AM 4:00 AM AM 5:00 6:00 AM 7:00 AM 8:00 AM 9:00 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM
Time of Day
* On segments with a speed limit of 55 mph, delay is calculated when speeds fall below 55 mph. 1 POSTED SPEED > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures Recurring 60 MPH Recurring AVERAGE SPEED Non-recurring Chapter 3 Performance Measures ACTUALDefinitions SPEED
Northbound Travel Times Avg 75th % 95th % 16.0
14.0
12.0 Small di erence Large di erence between average between average 10.0 and 95th percentile and 95th percentile travel times travel times 8.0 Minutes 6.0
4.0
2.0 Reliable Unreliable
0.0 1:00 PM PM 2:00 PM 3:00 4:00 PM 4:00 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 1:00 AM 2:00 AM 3:00 AM 4:00 AM AM 5:00 6:00 AM 7:00 AM 8:00 AM 9:00 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM
Time of Day
Travel Time Reliability > A measure of travel time consistency over a period of time. When travel times are unreliable, customers are more likely to experience unexpected delays. Trav- el times are shown to be reliable when the 95th percentile travel time remains close to the average travel time. 75th Percentile Travel Time > The amount of time a customer should budget to be on-time three out of four days (75% of the time). 95th Percentile Travel Time > The amount of time a customer should budget to be on-time nineteen out of twenty days (95% of the time). The 95th percentile travel time is also known as the planning time.
Note: May through September were used for the summer reliability calculations.
2 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 1. 2016 Grand Region AM peak congestion severity northbound/eastbound Chapter 3 2016 Grand Region AM Peak Congestion Severity Northbound/Eastbound 4
®2131
®231
¨¦§96
¨¦§196
6
2016 Congestion Severity Severe Moderate Low
3 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 2. 2016 Grand Region PM peak congestion severity northbound/eastbound Chapter 3
2016 Grand Region PM Peak Congestion Severity Northbound/Eastbound 4
®2131
®231
¨¦§96
¨¦§196
6
2016 Congestion Severity Severe Moderate Low
4 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 3. 2016 Grand Region AM peak congestion severity southbound/westbound Chapter 3
2016 Grand Region AM Peak Congestion Severity Southbound/Westbound 4
®2131
®231
¨¦§96
¨¦§196
6
2016 Congestion Severity Severe Moderate Low
5 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 4. 2016 Grand Region AM peak congestion severity southbound/westbound Chapter 3
2016 Grand Region PM Peak Congestion Severity Southbound/Westbound 4
®2131
®231
¨¦§96
¨¦§196
6
2016 Congestion Severity Severe Moderate Low
6 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Chapter 3
Table 1. 2016 Congestion Miles by Severity - AM Peak Region Low Moderate Severe Bay 795.5 0.0 0.0 Grand 668.5 27.1 2.4 Metro 445.6 144.2 35.0 Southwest 498.6 1.7 0.0 University 733.6 40.5 8.0 North 399.5 0.0 0.0 Superior 100.0 2.4 0.0 Total 3641.2 215.9 45.3
Table 2. 2016 Congestion Miles by Severity - PM Peak Region Low Moderate Severe Bay 795.5 0.0 0.0 Grand 656.0 34.8 7.1 Metro 356.8 212.3 55.6 Southwest 498.6 1.7 0.0 University 704.3 63.2 14.6 North 399.5 0.0 0.0 Superior 100.0 2.4 0.0 Total 3510.7 314.4 77.3
7 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Chapter 3 Table 3. 2016 Grand Region UDC Data
2012-2015 Average 2016 UDC Per UDC Per Rank Location (Route, County) Rank Location (Route, County) Mile Mile 1 $343,000 I-196 Kent Co. 1 $331,000 US-131 Kent Co. 2 $280,000 US-131 Kent Co. 2 $307,000 I-196 Kent Co. 3 $106,000 I-96 Kent Co. 3 $98,000 I-96 Kent Co. 4 $81,000 US-31 Muskegon/Ottawa Co. (70 mph Section) 4 $58,000 US-131 Allegan Co. 5 $73,000 I-196 Ottawa Co. 5 $58,000 I-196 Ottawa Co. 6 $52,000 I-96 Muskegon Co. 6 $33,000 US-31 Muskegon/Ottawa Co. (70 mph Section) 7 $51,000 I-96 Ottawa Co. 7 $31,000 I-96 Ionia Co. 8 $50,000 US-131 Allegan Co. 8 $30,000 M-6 Kent/Ottawa Co. 9 $48,000 I-196 Allegan Co. 9 $29,000 I-96 Ottawa Co. 10 $44,000 M-6 Kent/Ottawa Co. 10 $26,000 I-96 Muskegon Co. 11 $41,000 I-96 Ionia Co. 11 $23,000 I-196 Allegan Co. 12 $24,000 US-131 Montcalm Co. 12 $8,000 US-131 Mecosta Co. 13 $16,000 US-131 Mecosta Co. 13 $7,000 US-131 Montcalm Co. 14 $12,000 US-131 Osceola Co. 14 $7,000 US-31 Oceana Co. 15 $9,000 US-31 Oceana Co. 15 $6,000 US-31 Mason Co. (70 mph section) 16 $7,000 US-31 Mason Co. (70 mph section) 16 $4,000 US-131 Osceola Co.
2012-2015 Average 2016 Total Total Rank Location (Route, County) Rank Location (Route, County) UDC UDC 1 $22,108,000 US-131 Kent Co. 1 $26,157,000 US-131 Kent Co. 2 $10,969,000 I-196 Kent Co. 2 $9,833,000 I-196 Kent Co. 3 $6,576,000 I-96 Kent Co. 3 $6,056,000 I-96 Kent Co. 4 $4,538,000 US-31 Muskegon/Ottawa Co. (70 mph Section) 4 $3,110,000 US-131 Allegan Co. 5 $2,847,000 I-196 Allegan Co. 5 $1,902,000 I-196 Ottawa Co. 6 $2,697,000 US-131 Allegan Co. 6 $1,860,000 US-31 Muskegon/Ottawa Co. (70 mph Section) 7 $2,421,000 I-196 Ottawa Co. 7 $1,583,000 I-96 Ionia Co. 8 $2,110,000 I-96 Ottawa Co. 8 $1,328,000 I-196 Allegan Co. 9 $2,068,000 I-96 Ionia Co. 9 $1,274,000 M-6 Kent/Ottawa Co. 10 $1,880,000 M-6 Kent/Ottawa Co. 10 $1,188,000 I-96 Ottawa Co. 11 $927,000 US-131 Mecosta Co. 11 $439,000 US-131 Mecosta Co. 12 $649,000 US-131 Montcalm Co. 12 $356,000 US-31 Oceana Co. 13 $618,000 US-131 Osceola Co. 13 $281,000 I-96 Muskegon Co. 14 $575,000 I-96 Muskegon Co. 14 $185,000 US-131 Montcalm Co. 15 $429,000 US-31 Oceana Co. 15 $179,000 US-131 Osceola Co. 16 $170,000 US-31 Mason Co. (70 mph section) 16 $146,000 US-31 Mason Co. (70 mph section) Total = $61,582,000 Total = $55,877,000 Note: Minor differences may occur due to rounding. Grand Region Freeway User Delay Costs
$80,000,000 $73,158,000
$70,000,000
$60,000,000 $64,597,000 $60,644,000 $50,000,000 $55,879,000 $47,924,000 $40,000,000 Totals $30,000,000 User Delay Costs $20,000,000
$10,000,000
$0 2012 2013 2014 2015 2016 Year
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> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Chapter 3 Corridor
Interstate 96: Muskegon, Ottawa, Kent, and Ionia
Interstate 196: Allegan, Ottawa, and Kent
Michigan 6: Ottawa and Kent
US 31: Ottawa, Muskegon, Oceana, and Mason
US 131: Allegan, Kent, Montcalm, Mecosta, and Osceola
10 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 5. Muskegon County I-96 Corridor total user delay cost Chapter 3
MASON LAKE OSCEOLA
OCEANA MECOSTA
NEWAYGO
MUSKEGON MONTCALM
KENT
OTTAWA IONIA
4 ALLEGAN BARRY
Muskegon County I-96 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $120,000
$100,000
$80,000
$60,000
$40,000
$20,000
$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 11 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 6. Ottawa County I-96 Corridor total user delay cost Chapter 3
MASON LAKE OSCEOLA
OCEANA MECOSTA
NEWAYGO
MUSKEGON MONTCALM
KENT
OTTAWA IONIA
4 ALLEGAN BARRY
Ottawa County I-96 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $600,000
$500,000
$400,000
$300,000
$200,000
$100,000
$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
12 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 7. Kent County I-96 Corridor total user delay cost Chapter 3
MASON LAKE OSCEOLA
OCEANA MECOSTA
NEWAYGO
MUSKEGON MONTCALM
KENT
OTTAWA IONIA
4 ALLEGAN BARRY
Kent County I-96 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $1,400,000
$1,200,000
$1,000,000
$800,000
$600,000
$400,000
$200,000
$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 13 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 8. Iona County I-96 Corridor total user delay cost Chapter 3
MASON LAKE OSCEOLA
OCEANA MECOSTA
NEWAYGO
MUSKEGON MONTCALM
KENT
OTTAWA IONIA
4 ALLEGAN BARRY
Ionia County I-96 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $400,000
$350,000
$300,000
$250,000
$200,000
$150,000
$100,000
$50,000
$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 14 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 9. Grand Region I-96 eastbound Chapter 3 IONIA/CLINTON COUNTY LINE GRAND RIVER AVE/EXIT 77 KENT ST/EXIT 76 GD RIVER AVE/PORTLAND… M-66 Interchange M-66/EXIT 67 JORDAN LAKE RD/EXIT 64 NASH HWY/EXIT 59 IONIA/KENT COUNTY LINE KENT/IONIA COUNTY LINE M-50/EXIT 52 M-6/PAUL B HENERY FWY M-11/28TH ST/EXIT 43 CASCADE RD/EXIT 40 M-21/EXIT 39 M-37/M-44/BELTLINE… I-196/GERALD R FORD FWY LEONARD ST/EXIT 36 M-44-CON/PLAINFIELD… US-131 Interchange US-131/EXIT 31 M-37/ALPINE AVE/EXIT 30 WALKER AVE/EXIT 28 FRUIT RIDGE AVE/EXIT 26 8TH AVE/EXIT 25 M-11/EXIT 24 16TH AVE/EXIT 23 48TH AVE/EXIT 19 68TH AVE/EXIT 16 RANDALL ST/STATE RD CR-B31/EXIT 10 M-104 Interchange M-104/EXIT 10 ROBERT R SCRAVER REST AREA MUSKEGON/OTTAWA… FRUITPORT RD/EXIT 5 AIRLINE RD/EXIT 4 HILE RD/EXIT 1 US-31/EXIT 1 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40
Average Speed (mph) EB
4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 15 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 10. Grand Region I-96 westbound
Chapter 3 WB IONIA/CLINTON COUNTY LINE GRAND RIVER AVE/EXIT 77 KENT ST/EXIT 76 GD RIVER AVE/PORTLAND… M-66 Interchange M-66/EXIT 67 JORDAN LAKE RD/EXIT 64 NASH HWY/EXIT 59 IONIA/KENT COUNTY LINE M-50/EXIT 52 M-6/PAUL B HENERY FWY M-11/28TH ST/EXIT 43 CASCADE RD/EXIT 40 M-21/EXIT 39 M-37/M-44/BELTLINE… I-196/GERALD R FORD FWY LEONARD ST/EXIT 36 M-44-CON/PLAINFIELD… US-131 Interchange US-131/EXIT 31 M-37/ALPINE AVE/EXIT 30 WALKER AVE/EXIT 28 FRUIT RIDGE AVE/EXIT 26 8TH AVE/EXIT 25 M-11/EXIT 24 16TH AVE/EXIT 23 48TH AVE/EXIT 19 68TH AVE/EXIT 16 RANDALL ST/STATE RD CR-B31/EXIT 10 M-104 Interchange M-104/EXIT 10 ROBERT R SCRAVER REST AREA OTTAWA/MUSKEGON… MUSKEGON/OTTAWA… FRUITPORT RD/EXIT 5 AIRLINE RD/EXIT 4 HILE RD/EXIT 1 US-31/EXIT 1 72 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 Average Speed (mph)
4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 16 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Chapter 3 Travel Time Reliability
Figure 11. Travel time reliability: I-96
Rockford
Grand Haven
Segment 1 Segment 2
Walker
Allendale Charter Twp Grand Rapids Segment 3
Wyoming
Kentwood
Holland
17 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 12. Segment 1- I-96 between M-11/Exit 24 and US-131/Exit 31 Chapter 3
Eastbound Travel Times Avg 75th % 95th % 16.0
14.0
12.0
10.0
8.0 Minutes 6.0
4.0
2.0
0.0 1:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 1:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
Westbound Travel Times Avg 75th % 95th % 16.0
14.0
12.0
10.0
8.0 Minutes 6.0
4.0
2.0
0.0 1:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 1:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
18 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 13. Segment 2- I-96 between US-131/Exit 31 and I-196/Gerald R Ford Fwy Chapter 3
Eastbound Travel Times Avg 75th % 95th % 14.0
12.0
10.0
8.0
Minutes 6.0
4.0
2.0
0.0 1:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 1:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
Westbound Travel Times Avg 75th % 95th % 14.0
12.0
10.0
8.0
Minutes 6.0
4.0
2.0
0.0 1:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 1:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
19 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 14. Segment 3- I-96 between I-196/Gerald R Ford Fwy and M-6/Paul B Henry Fwy Chapter 3
Eastbound Travel Times Avg 75th % 95th % 40.0
35.0
30.0
25.0
20.0 Minutes 15.0
10.0
5.0
0.0 1:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 1:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
Westbound Travel Times Avg 75th % 95th % 40.0
35.0
30.0
25.0
20.0 Minutes 15.0
10.0
5.0
0.0 1:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 1:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
20
> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Chapter 3 Corridor
Interstate 96: Muskegon, Ottawa, Kent, and Ionia
Interstate 196: Allegan, Ottawa, and Kent
Michigan 6: Ottawa and Kent
US 31: Ottawa, Muskegon, Oceana, and Mason
US 131: Allegan, Kent, Montcalm, Mecosta, and Osceola
22 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 15. Allegan County I-196 Corridor total user delay cost Chapter 3
MASON LAKE OSCEOLA
OCEANA MECOSTA
NEWAYGO
MUSKEGON MONTCALM
KENT
OTTAWA IONIA
4 ALLEGAN BARRY
Allegan County I-196 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $700,000
$600,000
$500,000
$400,000
$300,000
$200,000
$100,000
$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
23 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 16. Ottawa County I-196 Corridor total user delay cost Chapter 3
MASON LAKE OSCEOLA
OCEANA MECOSTA
NEWAYGO
MUSKEGON MONTCALM
KENT
OTTAWA IONIA
4 ALLEGAN BARRY
Ottawa County I-196 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $700,000
$600,000
$500,000
$400,000
$300,000
$200,000
$100,000
$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
24 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 17. Kent County I-196 Corridor total user delay cost Chapter 3
MASON LAKE OSCEOLA
OCEANA MECOSTA
NEWAYGO
MUSKEGON MONTCALM
KENT
OTTAWA IONIA
4 ALLEGAN BARRY
Kent County I-196 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $1,800,000
$1,600,000
$1,400,000
$1,200,000
$1,000,000
$800,000
$600,000
$400,000
$200,000
$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 25 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 18. Grand Region I-196 eastbound Chapter 3 I-96/M-37
FULLER AVE/EXIT 79
COLLEGE AVE/EXIT 78
OTTAWA AVE/EXIT 77 US-131 Interchange US-131/EXIT 77
LANE AVE/EXIT 76
LAKE MICHIGAN DR/EXIT 75
MARKET AVE/EXIT 73
I-196-BR/CHICAGO DR/EXIT 72
M-11/WILSON AVE/EXIT 70
CHICAGO DR/EXIT 69 44th Street 44TH ST/EXIT 67 Interchange
32ND AVE/EXIT 62
BYRON RD/EXIT 55
ADAMS ST/EXIT 52
ALLEGAN/OTTAWA COUNTY LINE
M-40/EXIT 49 US-31 US-31/EXIT 44 Interchange
CR-A2/BLUE STAR HWY/EXIT 41
CR-A2/EXIT 36
M-89/EXIT 34
CR-A2/EXIT 30
109TH AVE/EXIT 26
NORTH SHORE DR/EXIT 22 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 Average Speed (mph) EB
4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 26 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Figure 19. Grand Region I-196 westbound Chapter 3 WB
FULLER AVE/EXIT 79
COLLEGE AVE/EXIT 78
OTTAWA AVE/EXIT 77 US-131 Interchange US-131/EXIT 77
LANE AVE/EXIT 76
LAKE MICHIGAN DR/EXIT 75
MARKET AVE/EXIT 73
I-196-BR/CHICAGO DR/EXIT 72
M-11/WILSON AVE/EXIT 70
CHICAGO DR/EXIT 69 44th Street Interchange 44TH ST/EXIT 67
32ND AVE/EXIT 62
BYRON RD/EXIT 55
ADAMS ST/EXIT 52
OTTAWA/ALLEGAN COUNTY LINE
ALLEGAN/OTTAWA COUNTY LINE
M-40/EXIT 49 US-31 Interchange US-31/EXIT 44
CR-A2/BLUE STAR HWY/EXIT 41
CR-A2/EXIT 36
M-89/EXIT 34
CR-A2/EXIT 30
109TH AVE/EXIT 26
NORTH SHORE DR/EXIT 22 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 Average Speed (mph) 4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 27 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures
Chapter 3 Travel Time Reliability
Figure 20. Travel time reliability: I-196 Rockford
Grand Haven
Walker eg e Allendale Charter Twp ra a eg e 2
Wyoming
Kentwood