2016 Freeway Congestion & Reliabliity

2016 Freeway Congestion & Reliability Report

CLINTON

LIVINGSTON Chapter 8 EATON INGHAM UNIVERSITY

REGION JACKSON WASHTENAW SUMMARY

MONROE LENAWEE HILLSDALE

Contents

Performance Measures Definitions...... 1 Regional Congestion Severity...... 3 Regional Congestion Miles by Severity...... 7 Ranked UDC by Location...... 8 Mobility Measures: I-69 Corridor...... 10 Mobility Measures: I-75 Corridor...... 16 Mobility Measures: I-94 Corridor...... 20 Mobility Measures: I-96 Corridor...... 30 Mobility Measures: I-275 Corridor...... 40 Mobility Measures: I-496 Corridor...... 44 Mobility Measures: M-14 Corridor...... 50 Mobility Measures: US-23 Corridor...... 58 Mobility Measures: US-127 Corridor...... 70

> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 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 posted atPOSTED 70 mph. SPEE DThis is to take Recurring out the delay caused by the lower average speeds from commercial 60vehicles. MPH 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 vol- ume 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 on FederalNorthbou Highwaynd Administration Travel Times (FHWA)Avg publication75th % number95th FHWA-SA-98-079,% “Life-Cycle Cost16.0 Analysis in Pavement Design.” Congestion Severity14.0 > Congestion Severity is calculated based on the worst hourly average 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), moderate (>= 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 8 Performance Measures DefinitionsACTUAL 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

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.

2 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 1. 2016 University Region AM peak congestion severity northbound/eastbound Chapter 8 2016 University Region AM Peak Congestion Severity Northbound/Eastbound 4

®2127

¨¦§496 ®223 ¨¦§96

¨¦§69 ®2127

14 ¨¦§94

¨¦§275

¨¦§75

2016 Congestion Severity Severe Moderate Low

3 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 2. 2016 University Region PM peak congestion severity northbound/eastbound Chapter 8 2016 University Region PM Peak Congestion Severity Northbound/Eastbound 4

®2127

¨¦§496 ®223 ¨¦§96

¨¦§69 ®2127

14 ¨¦§94

¨¦§275

¨¦§75

2016 Congestion Severity Severe Moderate Low

4 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 3. 2016 University Region AM peak congestion severity southbound/westbound Chapter 8 2016 University Region AM Peak Congestion Severity Southbound/Westbound 4

®2127

¨¦§496 ®223 ¨¦§96

¨¦§69 ®2127

14 ¨¦§94

¨¦§275

¨¦§75

2016 Congestion Severity Severe Moderate Low

5 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 4. 2016 University Region PM peak congestion severity southbound/westbound Chapter 8 2016 University Region PM Peak Congestion Severity Southbound/Westbound 4

®2127

¨¦§496 ®223 ¨¦§96

¨¦§69 ®2127

14 ¨¦§94

¨¦§275

¨¦§75

2016 Congestion Severity Severe Moderate Low

6 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8

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 8 Table 3. 2015 University Region UDC Data 2012-2015 Average 2016

Rank UDC Per Mile Location (Route, County) Rank UDC Per Mile Location (Route, County) 1 $292,000 US-23 Washtenaw Co. 1 $366,000 US-23 Washtenaw Co. 2 $215,000 I-94 Washtenaw Co. 2 $348,000 I-94 Washtenaw Co. 3 $148,000 M-14 Washtenaw Co. 3 $188,000 US-23 Livingston Co. 4 $142,000 I-75 Monroe Co. 4 $124,000 M-14 Washtenaw Co. 5 $137,000 I-496 Eaton/Ingham Co. 5 $116,000 I-75 Monroe Co. 6 $125,000 US-23 Livingston Co. 6 $107,000 I-96 Livingston Co. 7 $104,000 I-96 Livingston Co. 7 $81,000 I-94 Jackson Co. 8 $71,000 I-94 Jackson Co. 8 $81,000 I-496 Eaton/Ingham Co. 9 $66,000 US-127 Ingham Co. 9 $67,000 I-96 Ingham Co. 10 $61,000 US-23 Monroe Co. 10 $50,000 US-127 Ingham Co. 11 $61,000 US-127 Jackson Co. (70 mph section) 11 $28,000 US-127 Jackson Co. (70 mph section) 12 $52,000 I-96 Ingham Co. 12 $26,000 I-96 Clinton/Eaton Co. 13 $43,000 I-275 Monroe Co. 13 $22,000 I-69 Clinton Co. 14 $43,000 I-96 Clinton/Eaton Co. 14 $20,000 US-23 Monroe Co. 15 $26,000 I-69 Eaton Co. 15 $18,000 I-69 Eaton Co. 16 $23,000 I-69 Clinton Co. 16 $13,000 I-275 Monroe Co. 17 $14,000 US-127 Clinton Co. (70mph section) 17 $7,000 US-127 Clinton Co. (70mph section)

2012-2015 Average 2016 Total Total Rank Location (Route, County) Rank Location (Route, County) UDC UDC 1 $16,046,000 US-23 Washtenaw Co. 1 $22,646,000 I-94 Washtenaw Co. 2 $13,945,000 I-94 Washtenaw Co. 2 $20,132,000 US-23 Washtenaw Co. 3 $7,695,000 I-75 Monroe Co. 3 $9,416,000 US-23 Livingston Co. 4 $6,260,000 US-23 Livingston Co. 4 $6,250,000 I-75 Monroe Co. 5 $5,826,000 I-96 Livingston Co. 5 $6,003,000 I-96 Livingston Co. 6 $5,033,000 M-14 Washtenaw Co. 6 $5,415,000 I-94 Jackson Co. 7 $4,725,000 I-94 Jackson Co. 7 $4,226,000 M-14 Washtenaw Co. 8 $3,597,000 US-127 Ingham Co. 8 $3,574,000 I-96 Ingham Co. 9 $3,110,000 US-23 Monroe Co. 9 $2,756,000 US-127 Ingham Co. 10 $2,874,000 I-496 Eaton/Ingham Co. 10 $1,711,000 I-496 Eaton/Ingham Co. 11 $2,771,000 I-96 Ingham Co. 11 $1,069,000 I-96 Clinton/Eaton Co. 12 $2,020,000 US-127 Jackson Co. (70 mph section) 12 $1,035,000 US-23 Monroe Co. 13 $1,754,000 I-96 Clinton/Eaton Co. 13 $945,000 I-69 Eaton Co. 14 $1,378,000 I-69 Eaton Co. 14 $940,000 US-127 Jackson Co. (70 mph section) 15 $895,000 I-275 Monroe Co. 15 $812,000 I-69 Clinton Co. 17 $840,000 I-69 Clinton Co. 17 $290,000 US-127 Clinton Co. (70mph section) 18 $596,000 US-127 Clinton Co. (70mph section) 18 $265,000 I-275 Monroe Co. Total = $79,365,000 Total = $87,485,000 Note: Minor differences may occur due to rounding.

8 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8

University Region Freeway User Delay Costs $100,000,000 $93,246,000 $90,000,000

$80,000,000 $87,484,000 $81,343,000 $70,000,000 $72,525,000 $70,345,000 $60,000,000

$50,000,000

$40,000,000 Totals

User Delay Costs $30,000,000

$20,000,000

$10,000,000

$0 2012 2013 2014 2015 2016 Year

9 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Corridor Interstate 69: Eaton and Clinton

Interstate 75: Monroe

Interstate 94: Jackson and Washtenaw

Interstate 96: Clinton, Eaton, Ingham, and Livingston

Interstate 275: Monroe

Interstate 496: Eaton and Ingham

Michigan 14: Washtenaw

US-23: Monroe, Washtenaw, and Livingston

US-127: Jackson, Ingham, and Clinton

10 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 5. Eaton County I-69 Corridor total user delay cost Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Eaton County I-69 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $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 11 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 6. Clinton County I-69 Corridor total user delay cost Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Clinton County I-69 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $160,000

$140,000

$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 12 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 7. University Region I-69 northeastbound Chapter 8

I-96/EXIT 72

LANSING RD/EXIT 70

M-100/EXIT 66

M-79/LANSING RD/EXIT 61

M-50 M-50/EXIT 60

COCHRAN RD/EXIT 57

AINGER RD/EXIT 51

M-78/EXIT 48

EATON/CALHOUN COUNTY LINE

I-496 I-496/EXIT 95

I-69-BL/M-43/SAGINAW HWY/EXIT 93

I-69/I-96 NORTHERN SPLIT

CLINTON/SHIAWASSEE COUNTY LINE

I-69-BL/SAGINAW ST/EXIT 94

WEBSTER RD/EXIT 92

US-127 US-127/EXIT 89

OLD US-27/EXIT 87

DEWITT RD/EXIT 85

AIRPORT RD/EXIT 84

I-96/EXIT 81

I-96 70 68 66 64 62 60 58 56 54 52 50 Average Speed (mph) EB

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016AM Peak 2016 PM Peak 13 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 8. University Region I-69 southwestbound Chapter 8 WB CLINTON/SHIAWASSEE COUNTY LINE

I-69-BL/SAGINAW ST/EXIT 94

WEBSTER RD/EXIT 92

US-127 US-127/EXIT 89

OLD US-27/EXIT 87

DEWITT RD/EXIT 85

AIRPORT RD/EXIT 84

I-96/EXIT 81

I-96

I-69-BL/M-43/SAGINAW HWY/EXIT 93

I-496 I-496/EXIT 95

I-69/I-96 SOUTHERN SPLIT

I-96/EXIT 72

LANSING RD/EXIT 70

M-100/EXIT 66

M-79/LANSING RD/EXIT 61

M-50 M-50/EXIT 60

COCHRAN RD/EXIT 57

AINGER RD/EXIT 51

M-78/EXIT 48

EATON/CALHOUN COUNTY LINE 70 68 66 64 62 60 58 56 54 52 50 Average Speed (mph)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 14

> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Corridor Interstate 69: Eaton and Clinton

Interstate 75: Monroe

Interstate 94: Jackson and Washtenaw

Interstate 96: Clinton, Eaton, Ingham, and Livingston

Interstate 275: Monroe

Interstate 496: Eaton and Ingham

Michigan 14: Washtenaw

US-23: Monroe, Washtenaw, and Livingston

US-127: Jackson, Ingham, and Clinton

16 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 9. Monroe County I-75 Corridor total user delay cost Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Monroe County I-75 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $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 17 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 10. University Region I-75 northbound Chapter 8 MONROE/WAYNE COUNTY…

HURON RIVER RD/EXIT 26

NEWPORT RD/EXIT 21

I-275 Interchange I-275/EXIT 20

NADEAU RD/EXIT 18

M-50/DIXIE HWY/EXIT 15

ELM AVE/EXIT 14

Front St Interchange FRONT ST/EXIT 13

LA PLAISANCE RD/EXIT 11

OTTER CREEK RD/EXIT 9

LUNA PIER RD/EXIT 6

Erie Rd Interchange ERIE RD/EXIT 5

SUMMIT ST/EXIT 2

MICHIGAN/OHIO STATE LINE 70 68 66 64 62 60 58 56 54 52 Average Speed (mph) NB

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 18 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 11. University Region I-75 southbound

SB Chapter 8

MONROE/WAYNE COUNTY LINE

HURON RIVER RD/EXIT 26

NEWPORT RD/EXIT 21

I-275 Interchange I-275/EXIT 20

NADEAU RD/EXIT 18

M-50/DIXIE HWY/EXIT 15

ELM AVE/EXIT 14

Front St Interchange FRONT ST/EXIT 13

LA PLAISANCE RD/EXIT 11

OTTER CREEK RD/EXIT 9

LUNA PIER RD/EXIT 6

Erie Rd Interchange ERIE RD/EXIT 5

SUMMIT ST/EXIT 2

MICHIGAN/OHIO STATE LINE 70 68 66 64 62 60 58 56 54 52 50 48 Average Speed (mph)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 19 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Corridor Interstate 69: Eaton and Clinton

Interstate 75: Monroe

Interstate 94: Jackson and Washtenaw

Interstate 96: Clinton, Eaton, Ingham, and Livingston

Interstate 275: Monroe

Interstate 496: Eaton and Ingham

Michigan 14: Washtenaw

US-23: Monroe, Washtenaw, and Livingston

US-127: Jackson, Ingham, and Clinton

20 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 12. Jackson County I-94 Corridor total user delay cost Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Jackson County I-94 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $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

21 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 13. Washtenaw County I-94 Corridor total user delay cost Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Washtenaw County I-94 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $3,500,000

$3,000,000

$2,500,000

$2,000,000

$1,500,000

$1,000,000

$500,000

$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 22 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 14. University Region I-94 eastbound Chapter 8 RAWSONVILLE RD/EXIT 187 WIARD RD/MCCARTNEY AVE/EXIT 186 US-12/EXIT 185 US-12-BR/HURON ST/EXIT 183 US-12 US-12/MICHIGAN AVE/EXIT 181 I-94-BR/US-23/EXIT 180 STATE ST/EXIT 177 ANN ARBOR SALINE RD/EXIT 175 JACKSON AVE/EXIT 172 I-94-BL/EXIT 172 M-14/EXIT 171 ZEEB RD/EXIT 169 BAKER RD/EXIT 167 JACKSON RD/EXIT 162 M-52 M-52/EXIT 159 OLD US-12/EXIT 157 KALMBACH RD/EXIT 156 WASHTENAW/JACKSON COUNTY LINE JACKSON/WASHTENAW COUNTY LINE CLEAR LAKE RD/EXIT 153 MT HOPE RD/EXIT 150 RACE RD/EXIT 147 SARGENT RD/EXIT 145 I-94-BL/EXIT 144 US-127 US-127/EXIT 142 ELM RD/EXIT 141 M-106/COOPER ST/EXIT 139 US-127/M-50/EXIT 138 AIRPORT RD/EXIT 137 M-60/EXIT 136 DEARING RD/EXIT 133 PARMA RD/EXIT 130 MICHIGAN AVE/EXIT 128 CONCORD RD/EXIT 127 I-94-BR/M-99/EXIT 124 69 67 65 63 61 59 57 55 53 51 49 47 45 43 41 39 37 35 33 31 29 27 25 23 21 19 17 15 Average Speed (mph) EB

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 23 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 15. University Region I-94 westbound Chapter 8 WB

RAWSONVILLE RD/EXIT 187 WIARD RD/MCCARTNEY AVE/EXIT 186 US-12/EXIT 185 US-12-BR/HURON ST/EXIT 183 US-12 US-12/MICHIGAN AVE/EXIT 181 I-94-BR/US-23/EXIT 180 STATE ST/EXIT 177 ANN ARBOR SALINE RD/EXIT 175 JACKSON AVE/EXIT 172 I-94-BL/EXIT 172 M-14/EXIT 171 ZEEB RD/EXIT 169 BAKER RD/EXIT 167 JACKSON RD/EXIT 162 M-52 M-52/EXIT 159 OLD US-12/EXIT 157 KALMBACH RD/EXIT 156 WASHTENAW/JACKSON COUNTY LINE CLEAR LAKE RD/EXIT 153 MT HOPE RD/EXIT 150 RACE RD/EXIT 147 SARGENT RD/EXIT 145 I-94-BL/EXIT 144 US-127 US-127/EXIT 142 ELM RD/EXIT 141 M-106/COOPER ST/EXIT 139 US-127/M-50/EXIT 138 AIRPORT RD/EXIT 137 M-60/EXIT 136 DEARING RD/EXIT 133 PARMA RD/EXIT 130 MICHIGAN AVE/EXIT 128 CONCORD RD/EXIT 127 I-94-BR/M-99/EXIT 124 I-94-BR/EXIT 121 71 69 67 65 63 61 59 57 55 53 51 49 47 45 43 41 39 37 35 33 31 29 27 25 23 21 19 17 15 Average Speed (mph)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 24 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8

Travel Time Reliability

Figure 16. Travel time reliability I-94 Howell

Brighton pids

Novi

Livonia

Jackson Ypsilanti Segment 1 Segment 2 Segment 3

Brooklyn

25 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 17. Segment 1- I-94 between M-60/Exit 136 and Sargent Rd/Exit 145 Chapter 8

Westbound Travel Times Avg 75th % 95th % 18.0

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

Eastbound Travel Times Avg 75th % 95th % 18.0

16.0

14.0

12.0

10.0

8.0 Minutes

6.0

4.0

2.0

26 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 18. Segment 2- I-94 between M-14/Exit 171 and I-94-BR/US-23/Exit 180 Chapter 8

Eastbound Travel Times Avg 75th % 95th % 40.0

35.0

30.0

25.0

20.0 Minutes 15.0

10.0

5.0

Westbound Travel Times Avg 75th % 95th % 40.0

35.0

30.0

25.0

20.0 Minutes 15.0

10.0

5.0

27 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 19. Segment 1- I-94 between I-94-BR/US-23/Exit 180 and I-275/Exit 194 Chapter 8

Eastbound Travel Times Avg 75th % 95th % 40.0

35.0

30.0

25.0

20.0 Minutes 15.0

10.0

5.0

Westbound Travel Times Avg 75th % 95th % 40.0

35.0

30.0

25.0

20.0 Minutes 15.0

10.0

5.0

> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Corridor Interstate 69: Eaton and Clinton

Interstate 75: Monroe

Interstate 94: Jackson and Washtenaw

Interstate 96: Clinton, Eaton, Ingham, and Livingston

Interstate 275: Monroe

Interstate 496: Eaton and Ingham

Michigan 14: Washtenaw

US-23: Monroe, Washtenaw, and Livingston

US-127: Jackson, Ingham, and Clinton

30 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 20. Clinton/Eaton Counties I-96 Corridor total user delay cost Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Clinton/Eaton Counties I-96 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $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 31 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 21. Ingham County I-96 Corridor total user delay cost Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Ingham County I-96 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $800,000

$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

32 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 22. Livingston County I-96 Corridor total user delay cost Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Livingston County I-96 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $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

33 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 23. University Region I-96 eastbound

Chapter 8 KENSINGTON LAKE RD/EXIT 153

KENSINGTON RD/EXIT 151

PLEASANT VALLEY RD/EXIT 150 US-23 Interchange US-23/EXIT 148

SPENCER RD/EXIT 147

GRAND RIVER RD/EXIT 145

GRAND RIVER AVE/EXIT 141

CR-D19/EXIT 137

I-96-BL/M-59/EXIT 133

GRAND AVE/EXIT 129

INGHAM/LIVINGSTON COUNTY LINE

M-52/EXIT 122

WILLIAMSTON RD/EXIT 117

OKEMOS RD/EXIT 110 US-127 Interchange I-496/US-127/EXIT 106

CEDAR ST/EXIT 104

M-99/LOGAN ST/EXIT 101

LANSING RD/EXIT 98

I-69/EXIT 97

I-496/EXIT 95 M-43 Interchange I-69-BL/M-43/SAGINAW HWY/EXIT 93

I-69/I-96 NORTHERN SPLIT

I-69

I-96-BL/GRAND RIVER AVE/EXIT 90

I-69/EXIT 89

WRIGHT RD/EXIT 86

GRANGE RD/EXIT 84

CLINTON/IONIA COUNTY LINE 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 34 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 24. University Region I-96 westbound Chapter 8 WB KENSINGTON RD/EXIT 151

PLEASANT VALLEY RD/EXIT 150 US-23 Interchange US-23/EXIT 148

SPENCER RD/EXIT 147

GRAND RIVER RD/EXIT 145

GRAND RIVER AVE/EXIT 141

CR-D19/EXIT 137

I-96-BL/M-59/EXIT 133

GRAND AVE/EXIT 129

LIVINGSTON/INGRAM COUNTY LINE

INGHAM/LIVINGSTON COUNTY LINE

M-52/EXIT 122

WILLIAMSTON RD/EXIT 117

OKEMOS RD/EXIT 110 US-127 Interchange I-496/US-127/EXIT 106

CEDAR ST/EXIT 104

M-99/LOGAN ST/EXIT 101

LANSING RD/EXIT 98

I-69/EXIT 97

I-69/I-96 SOUTHERN SPLIT

I-496/EXIT 95 M-43 Interchange I-69-BL/M-43/SAGINAW HWY/EXIT 93

I-69

I-96-BL/GRAND RIVER AVE/EXIT 90

I-69/EXIT 89

WRIGHT RD/EXIT 86

GRANGE RD/EXIT 84

CLINTON/IONIA COUNTY LINE 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 Average Speed (mph)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 35 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Travel Time Reliability

Figure 25. Travel time reliability: I-96

Segment 2 Segment 1 Howell

Brighton Eaton Rapids N

Jackson Ypsilanti

36 Brooklyn > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 26. Segment 1- I-96 between I-69/Exit 97 and I-496/US-127/Exit 106 Chapter 8 Eastbound Travel Times Avg 75th % 95th % 21.0

18.0

15.0

12.0

Minutes 9.0

6.0

3.0

Westbound Travel Times Avg 75th % 95th % 21.0

18.0

15.0

12.0

Minutes 9.0

6.0

3.0

37 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 27. Segment 2- I-96 between I-496/US-127 and Williamston Rd Chapter 8

Eastbound Travel Times Avg 75th % 95th % 25.0

20.0

15.0

Minutes 10.0

5.0

Westbound Travel Times Avg 75th % 95th % 25.0

20.0

15.0

Minutes 10.0

5.0

> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Corridor Interstate 69: Eaton and Clinton

Interstate 75: Monroe

Interstate 94: Jackson and Washtenaw

Interstate 96: Clinton, Eaton, Ingham, and Livingston

Interstate 275: Monroe

Interstate 496: Eaton and Ingham

Michigan 14: Washtenaw

US-23: Monroe, Washtenaw, and Livingston

US-127: Jackson, Ingham, and Clinton

40 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 28. Monroe County I-275 Corridor total user delay cost Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Monroe County I-275 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $250,000

$200,000

$150,000

$100,000

$50,000

$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 41 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 29. University Region I-275 northbound Chapter 8 HURON RD/EXIT 11

WILL CARLETON RD/EXIT 8

Carleton Rockwood Rd CARLETON ROCKWOOD Interchange RD/EXIT 5

US-24 Interchange US-24/TELEGRAPH RD/EXIT 2 64 70 68 66 62 60 58 56 Average Speed (mph) NB

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 42 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 30. University Region I-275 southbound

SB Chapter 8

WILL CARLETON RD/EXIT 8

Carleton Rockwood Rd CARLETON ROCKWOOD Interchange RD/EXIT 5

US-24 Interchange US-24/TELEGRAPH RD/EXIT 2

I-75 70 68 66 64 62 60 58 56 54 Average Speed (mph)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 43 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Corridor Interstate 69: Eaton and Clinton

Interstate 75: Monroe

Interstate 94: Jackson and Washtenaw

Interstate 96: Clinton, Eaton, Ingham, and Livingston

Interstate 275: Monroe

Interstate 496: Eaton and Ingham

Michigan 14: Washtenaw

US-23: Monroe, Washtenaw, and Livingston

US-127: Jackson, Ingham, and Clinton

44 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 31. Eaton/Ingham Counties I-496 Corridor total user delay cost Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Eaton/Ingham Counties I-496 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $450,000

$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

45 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 32. University Region I-496 eastbound Chapter 8 TROWBRIDGE RD/EXIT 9

US-127 US-127/EXIT 8 Interchange

PENNSYLVANIA AVE/EXIT 7

CEDAR ST/GRAND AVE/EXIT 7

PINE ST/WALNUT ST/EXIT 6

MLK Jr Blvd Interchange M L KING JR BLVD/M-99/EXIT 5

LANSING RD/EXIT 4

WAVERLY RD/EXIT 3

Creyts Rd Interchange CREYTS RD/EXIT 1

I-69/I-96 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 Average Speed (mph) EB

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 46 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 33. University Region I-496 westbound

WB Chapter 8 US-127/EXIT 8 US-127 Interchange

PENNSYLVANIA AVE/EXIT 7

CEDAR ST/GRAND AVE/EXIT 7

PINE ST/WALNUT ST/EXIT 6

MLK Jr Blvd M L KING JR BLVD/M-99/EXIT 5 Interchange

LANSING RD/EXIT 4

WAVERLY RD/EXIT 3

Creyts Rd Interchange CREYTS RD/EXIT 1

I-69/I-96 70 68 66 64 62 60 58 56 54 52 50 48 46 44 Average Speed (mph)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 47 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Travel Time Reliability

Figure 34. Travel time reliability: I-496

Segment 1

Howell

Brighton Eaton Rapids N

Jackson Ypsilanti

48 Brooklyn > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 35. Segment 1- I-496 between US-127/Exit 8 and I-69/I-96 Chapter 8 Eastbound Travel Times Avg 75th % 95th % 14.0

12.0

10.0

8.0

Minutes 6.0

4.0

2.0

Westbound Travel Times Avg 75th % 95th % 14.0

12.0

10.0

8.0

Minutes 6.0

4.0

2.0

49 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Corridor Interstate 69: Eaton and Clinton

Interstate 75: Monroe

Interstate 94: Jackson and Washtenaw

Interstate 96: Clinton, Eaton, Ingham, and Livingston

Interstate 275: Monroe

Interstate 496: Eaton and Ingham

Michigan 14: Washtenaw

US-23: Monroe, Washtenaw, and Livingston

US-127: Jackson, Ingham, and Clinton

50 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 36. Washtenaw County M-14 Corridor total user cost delay Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Washtenaw County M-14 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $1,000,000

$900,000

$800,000

$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 51 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 37. University Region M-14 eastbound

Chapter 8 BECK RD/EXIT 18

GOTFREDSON RD/EXIT 15

M-153 Interchange M-153/FORD RD/EXIT 10

M-14/EXIT 42

US-23 Interchange US-23/M-14

BARTON SHORE DR/EXIT 4

US-23-BR/MAIN ST/EXIT 3

Maple Rd Interchange MAPLE RD/EXIT 2

MILLER RD/EXIT 2

I-94 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 Average Speed (mph) EB

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 52 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 38. University Region M-14 westbound

WB Chapter 8 GOTFREDSON RD/EXIT 15

M-153 Interchange M-153/FORD RD/EXIT 10

US-23 Interchange US-23

M-14/EXIT 41

BARTON SHORE DR/EXIT 4

MAIN ST/EXIT 3

US-23-BR/MAIN ST/EXIT 3

Maple Rd Interchange MAPLE RD/EXIT 2

MILLER RD/EXIT 2

I-94 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 Average Speed (mph)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 53 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Travel Time Reliability

Figure 39. Travel time reliability: M-14 Howell

Brighton

Novi

Segment 2 Livonia

Segment 1

Jackson Ypsilanti

Brooklyn

54 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 40. Segment 1- M-14 between I-94 and US-23/M-14 Chapter 8 Eastbound Travel Times Avg 75th % 95th % 12.0

10.0

8.0

6.0 Minutes

4.0

2.0

Westbound Travel Times Avg 75th % 95th % 12.0

10.0

8.0

6.0 Minutes

4.0

2.0

55 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 41. Segment 2- M-14 between US-23 and I-275 Chapter 8

Eastbound Travel Times Avg 75th % 95th % 35.0

30.0

25.0

20.0

Minutes 15.0

10.0

5.0

Westbound Travel Times Avg 75th % 95th % 35.0

30.0

25.0

20.0

Minutes 15.0

10.0

5.0

> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Corridor Interstate 69: Eaton and Clinton

Interstate 75: Monroe

Interstate 94: Jackson and Washtenaw

Interstate 96: Clinton, Eaton, Ingham, and Livingston

Interstate 275: Monroe

Interstate 496: Eaton and Ingham

Michigan 14: Washtenaw

US-23: Monroe, Washtenaw, and Livingston

US-127: Jackson, Ingham, and Clinton

58 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 42. Monroe County US-23 Corridor total user cost delay Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Monroe County US-23 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 59 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 43. Washtenaw County US-23 Corridor total user cost delay Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Washtenaw County US-23 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $3,000,000

$2,500,000

$2,000,000

$1,500,000

$1,000,000

$500,000

$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 60 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 44. Livingston County US-23 Corridor total user cost delay Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Livingston County US-23 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 61 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 45. University Region US-23 northbound Chapter 8 LIVINGSTON/GENESEE COUNTY LINE WHITE LAKE RD/EXIT 77 CENTER RD/EXIT 75 CLYDE RD/EXIT 70 M-59/EXIT 67 I-96 Interchange I-96/EXIT 60 LEE RD/EXIT 58 SILVER LAKE RD/EXIT 55 M-36/EXIT 54 8 MILE RD/EXIT 53 BARKER RD/EXIT 52 6 MILE RD/EXIT 50 NORTH TERRITORIAL RD/EXIT 49 M-14/EXIT 41 M-14/EXIT 42 PLYMOUTH RD/EXIT 41 GEDDES RD/EXIT 39 M-17/EXIT 37 M-17/EXIT 37 I-94 Interchange I-94/EXIT 35 US-12/EXIT 34 WILLIS RD/EXIT 31 CARPENTER RD/EXIT 27 WASHTENAW/MONROE COUNTY LINE MONROE/WASHTENAW COUNTY LINE PLANK RD/EXIT 25 CONE RD/EXIT 22 M-50 Interchange M-50/EXIT 17 LOYD RD/EXIT 15 DIXON RD IDA WEST RD/EXIT 9 SUMMERFIELD RD/EXIT 9 OH-223/EXIT 5 CONSEAR RD/EXIT 3 STERNS RD/EXIT 1 OHIO/MICHIGAN STATE LINE 8 6 4 2 0 70 68 66 64 62 60 58 56 52 50 46 44 40 38 32 26 54 48 42 36 34 30 28 24 22 20 18 16 14 12 10 Average Speed (mph) NB

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 62 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 46. University Region US-23 southbound Chapter 8 SB

LIVINGSTON/GENESEE COUNTY LINE WHITE LAKE RD/EXIT 77 CENTER RD/EXIT 75 CLYDE RD/EXIT 70 M-59/EXIT 67 I-96 Interchange I-96/EXIT 60 LEE RD/EXIT 58 SILVER LAKE RD/EXIT 55 M-36/EXIT 54 8 MILE RD/EXIT 53 BARKER RD/EXIT 52 6 MILE RD/EXIT 50 NORTH TERRITORIAL RD/EXIT 49 M-14/EXIT 41 M-14/EXIT 42 PLYMOUTH RD/EXIT 41 GEDDES RD/EXIT 39 M-17/EXIT 37 I-94 Interchange I-94/EXIT 35 I-94/EXIT 35 US-12/EXIT 34 WILLIS RD/EXIT 31 CARPENTER RD/EXIT 27 WASHTENAW/MONROE COUNTY LINE PLANK RD/EXIT 25 CONE RD/EXIT 22 M-50 Interchange M-50/EXIT 17 LOYD RD/EXIT 15 DIXON RD IDA WEST RD/EXIT 9 SUMMERFIELD RD/EXIT 9 OH-223/EXIT 5 CONSEAR RD/EXIT 3 STERNS RD/EXIT 1 OHIO/MICHIGAN STATE LINE OHIO/MICHIGAN STATE LINE 8 6 4 2 0 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 Average Speed (mph) 4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 63 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Travel Time Reliability

Figure 47. Travel time reliability: US-23 Howell

Brighton s Novi Segment 4

Segment 3 Livonia

Segment 2

Jackson Ypsilanti

Segment 1 Brooklyn

64 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 48. Segment 1- US-23 between Willis Rd/Exit 31 and I-94/Exit 35 Chapter 8 Northbound Travel Times Avg 75th % 95th % 16.0

14.0

12.0

10.0

8.0 Minutes 6.0

4.0

2.0

Southbound Travel Times Avg 75th % 95th % 16.0

14.0

12.0

10.0

8.0 Minutes 6.0

4.0

2.0

65 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 49. Segment 2- US-23 between I-94/Exit 35 and M-14/Exit 42 Chapter 8

Northbound Travel Times Avg 75th % 95th % 35.0

30.0

25.0

20.0

Minutes 15.0

10.0

5.0

Southbound Travel Times Avg 75th % 95th % 35.0

30.0

25.0

20.0

Minutes 15.0

10.0

5.0

66 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 50. Segment 3- US-23 between M-14/Exit 42 and M-14/Exit 45 Chapter 8

Northbound Travel Times Avg 75th % 95th % 70.0

60.0

50.0

40.0

Minutes 30.0

20.0

10.0

Southbound Travel Times Avg 75th % 95th % 70.0

60.0

50.0

40.0

Minutes 30.0

20.0

10.0

67 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 51. Segment 4- US-23 between I-96/Exit 60 and M-14/Exit 45 Chapter 8

Southbound Travel Times Avg 75th % 95th % 14.0

12.0

10.0

8.0

Minutes 6.0

4.0

2.0

Northbound Travel Times Avg 75th % 95th % 14.0

12.0

10.0

8.0

Minutes 6.0

4.0

2.0

> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Corridor Interstate 69: Eaton and Clinton

Interstate 75: Monroe

Interstate 94: Jackson and Washtenaw

Interstate 96: Clinton, Eaton, Ingham, and Livingston

Interstate 275: Monroe

Interstate 496: Eaton and Ingham

Michigan 14: Washtenaw

US-23: Monroe, Washtenaw, and Livingston

US-127: Jackson, Ingham, and Clinton

70 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 52. Jackson County US-127 Corridor total user cost delay Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Jackson County US-127 Corridor (70 mph Section) User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $250,000

$200,000

$150,000

$100,000

$50,000

$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 71 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 53. Ingham County US-127 Corridor total user cost delay Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Ingham County US-127 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

72 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 54. Clinton County US-127 Corridor total user cost delay Chapter 8

CLINTON 4

LIVINGSTON EATON INGHAM

WASHTENAW JACKSON

MONROE HILLSDALE LENAWEE

Clinton County US-127 Corridor User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $100,000

$90,000

$80,000

$70,000

$60,000

$50,000

$40,000

$30,000

$20,000

$10,000

$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

73 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 55. University Region US-127 northbound

Chapter 8 COLONY RD US-127-BR M-21 PRICE RD ROUND LAKE RD/EXIT 86 US-127 I-69 Interchange I-69/EXIT 82 LAKE LANSING RD I-69-BL/M-43 I-496/KALAMAZOO ST US-127/EXIT 8 TROWBRIDGE RD/EXIT 9 JOLLY RD/EXIT 11 I-96 I-96/I-496 Interchange HOLT RD M-36/CEDAR ST KIPP RD BARNES RD BELLEVUE RD INGHAM/JACKSON COUNTY LINE JACKSON/INGHAM COUNTY LINE BERRY RD M-50 PARNALL RD SPRINGPORT RD US-127/M-50/EXIT 138 M-106 Interchange M-106/COOPER ST/EXIT 139 ELM RD/EXIT 141 I-94/US-127 I-94-BL/MICHIGAN AVE PAGE AVE SOUTH ST US-127-BR/M-50 M-50/BROOKLYN RD/E MCDEVITT AVE 72 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 Average Speed (mph) NB

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 74 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 56. University Region US-127 southbound Chapter 8 SB

US-127-BR

M-21

PRICE RD

ROUND LAKE RD/EXIT 86

US-127 I-69 Interchange I-69/EXIT 82

LAKE LANSING RD

I-69-BL/M-43

I-496/KALAMAZOO ST

I-496/TROWBRIDGE RD

JOLLY RD/EXIT 11

I-96 I-96 Interchange I-96/I-496

HOLT RD

M-36/CEDAR ST

KIPP RD

BARNES RD

BELLEVUE RD

INGHAM/JACKSON COUNTY LINE

BERRY RD

M-50

PARNALL RD

SPRINGPORT RD

US-127 BEGIN FREEWAY M-106 M-106/COOPER ST/EXIT 139 Interchange ELM RD/EXIT 141

US-127/EXIT 142

I-94-BL/MICHIGAN AVE

PAGE AVE

SOUTH ST

US-127-BR/M-50

M-50/BROOKLYN RD/E MCDEVITT AVE 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 Average Speed (mph) 4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 75 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 8 Travel Time Reliability

Figure 57. Travel time reliability: US-127

Segment 2

Segment 1

Howell

Brighton Eaton Rapids Nov

Jackson Ypsilanti

76 Brooklyn > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 58. Segment 1- US-127 between I-96 and I-496 Chapter 8 Eastbound Travel Times Avg 75th % 95th % 12.0

10.0

8.0

6.0 Minutes

4.0

2.0

Westbound Travel Times Avg 75th % 95th % 12.0

10.0

8.0

6.0 Minutes

4.0

2.0

77 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 59. Segment 2- US-127 between I-496/Trowbridge Rd and I-69/Exit 82 Chapter 8

Southbound Travel Times Avg 75th % 95th % 14.0

12.0

10.0

8.0

Minutes 6.0

4.0

2.0

Northbound Travel Times Avg 75th % 95th % 14.0

12.0

10.0

8.0

Minutes 6.0

4.0

2.0