2015 Congestion & Mobility Report
CLINTON
LIVINGSTON Chapter 8 EATON INGHAM
UNIVERSITY JACKSON WASHTENAW REGION
MONROE LENAWEE SUMMARY HILLSDALE
Performance Measures Definitions...... 1 Regional User Delay Cost Per Mile...... 3 Regional Congestion Hours...... 4 Ranked UDC by Location...... 6 Mobility Measures: I-69 Corridor...... 8 Mobility Measures: I-75 Corridor...... 14 Mobility Measures: I-94 Corridor...... 18 Mobility Measures: I-96 Corridor...... 28 Mobility Measures: I-275 Corridor...... 38 Mobility Measures: I-496 Corridor...... 42 Mobility Measures: M-14 Corridor...... 48 Mobility Measures: US-23 Corridor...... 56 Mobility Measures: US-127 Corridor...... 68
> CONGESTION & MOBILITY 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 at 70 mph. This is toPOSTED take out SP EEtheD delay caused by the lower average speeds from commercial vehicles. Recurring Delay No Delay Delay 60 MPH POSTED SPEED Recurring Total delay per mile > Delay per mile is calculated by taking the total delay AVERAand dividingGE SPEED it by the length of the freeway. This was performed for each route in each county.Non-recurring 60 MPH ACTUAL SPEED Non-recurring/recurring delay > Non-recurring delay is calculated by taking the difference between the actual speed (any time the speed falls below 60 mph) and the average speed. Recurring is ACTUAL SPEED measured by taking the difference of the total delay and non-recurring delay.
Northbound Travel Times Avg 75th % 95th % 16.0 POSTED SPEED Recurring 14.0 60 MPH* Recurring 12.0 Small di erence Large di erence AVERAGE SPEED between average between average 10.0 and 95th percentile Non-recurring and 95th percentile travel times ACTUALtravel times SPEED 8.0 Minutes 6.0
User Delay Cost4.0 > User Delay Costs (UDC) is calculated by multiplying delay x hourly volume per hourly user cost. Delay2.0 is calculatedNorthbou by ndtaking TravelReliable the Timesdifference betweenAvg actualUnreliable 75thspeeds % when95th they % fall below 60 16.0 mph and the posted0.0 speed limit. Hourly volumes are derived from Average Daily Traffic (ADT) and Com- mercial Average14.0 Daily Traffic (CADT). Hourly user costs are based on Federal Highway Administration (FHWA) publication number FHWA-SA-98-079, “Life-Cycle Cost Analysis in Pavement Design.” 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 12.0 12:00 AM Small di erence 10:00 AM 11:00 AM Large di erence Congestion > Congestionbetween averageis calculated as theTime number of Day of hours below 45 mphbetween per average Traffic Message 10.0 and 95th percentile and 95th percentile Channel (TMC) segment.travel A times TMC segment is a standard for delivering real-timetravel traffic times information. They vary from tenths8.0 of a mile long to several miles long. Minutes 6.0
4.0
2.0 Reliable Unreliable
* On segments with0.0 a speed limit of 55 mph, delay is calculated when speeds fall below 55 mph. 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 1 Time of Day Delay No Delay Delay POSTED SPEED
60 MPH
ACTUAL SPEED
POSTED SPEED > CONGESTION & MOBILITY REPORT > Freeway PerformanceRecurring Measures 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
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. Travel 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 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 1. 2015 University Region user delay cost per mile Chapter 8 2015 University Region User Delay Cost per Mile 4
®2127
¨¦§496 ®223 ¨¦§96
¨¦§69 ®2127
14 ¨¦§94
¨¦§275
¨¦§75
2015 UDC per Mile < $75,000 $75,000 - $150,000 > $150,000
3 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8 Figure 2. 2015 University Region congestion hours northbound/eastbound
2015 University Region Congestion Hours Northbound/Eastbound 4
®2127
¨¦§496 ®223 ¨¦§96
¨¦§69 ®2127
14 ¨¦§94
¨¦§275
¨¦§75
2015 Congestion Hours < 50 50 - 100 > 100 4 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 3. 2015 University Region congestion hours southbound/westbound Chapter 8 2015 University Region Congestion Hours Southbound/Westbound 4
®2127
¨¦§496 ®223 ¨¦§96
¨¦§69 ®2127
14 ¨¦§94
¨¦§275
¨¦§75
2015 Congestion Hours < 50 50 - 100 > 100 5 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 4. 2015 University Region UDC Data Chapter 8 University Region
2012-2014 Average 2015 UDC Per Rank UDC Per Mile Location (Route, County) Rank Location (Route, County) Mile 1 $284,736 US-23 Washtenaw Co. 1 $308,637 US-23 Washtenaw Co. 2 $202,808 I-94 Washtenaw Co. 2 $178,221 I-94 Washtenaw Co. 3 $147,484 I-496 Eaton/Ingham Co. 3 $142,223 US-23 Livingston Co. 4 $138,296 M-14 Washtenaw Co. 4 $129,798 I-75 Monroe Co. 5 $127,684 I-75 Monroe Co. 5 $105,050 M-14 Washtenaw Co. 6 $118,465 US-23 Livingston Co. 6 $102,099 I-96 Livingston Co. 7 $89,062 I-96 Livingston Co. 7 $81,452 I-496 Eaton/Ingham Co. 8 $75,238 I-94 Jackson Co. 8 $40,802 I-96 Ingham Co. 9 $70,832 US-23 Monroe Co. 9 $40,087 I-94 Jackson Co. 10 $67,053 US-127 Ingham Co. 10 $37,245 US-127 Jackson Co. (70 mph section) 11 $64,492 US-127 Jackson Co. (70 mph section) 11 $35,235 US-127 Ingham Co. 12 $47,215 I-96 Ingham Co. 12 $30,003 US-23 Monroe Co. 13 $45,988 I-275 Monroe Co. 13 $29,748 I-96 Clinton/Eaton Co. 14 $43,643 I-69 Eaton Co. 14 $20,168 I-275 Monroe Co. 15 $43,248 I-96 Clinton/Eaton Co. 15 $15,719 I-69 Eaton Co. 16 $26,685 I-69 Clinton Co. 16 $8,617 I-69 Clinton Co. 17 $16,771 US-127 Clinton Co. (70mph section) 17 $4,667 US-127 Clinton Co. (70mph section)
2012-2014 Average 2015 Total Total Rank Location (Route, County) Rank Location (Route, County) UDC UDC 1 $15,660,492 US-23 Washtenaw Co. 1 $16,975,036 US-23 Washtenaw Co. 2 $13,182,490 I-94 Washtenaw Co. 2 $11,584,385 I-94 Washtenaw Co. 3 $6,894,942 I-75 Monroe Co. 3 $7,111,174 US-23 Livingston Co. 4 $5,923,248 US-23 Livingston Co. 4 $7,009,089 I-75 Monroe Co. 5 $5,040,954 I-94 Jackson Co. 5 $5,717,518 I-96 Livingston Co. 6 $4,987,453 I-96 Livingston Co. 6 $3,571,716 M-14 Washtenaw Co. 7 $4,702,057 M-14 Washtenaw Co. 7 $2,685,804 I-94 Jackson Co. 8 $3,669,133 US-127 Ingham Co. 8 $2,162,488 I-96 Ingham Co. 9 $3,612,457 US-23 Monroe Co. 9 $1,928,084 US-127 Ingham Co. 10 $3,097,167 I-496 Eaton/Ingham Co. 10 $1,710,490 I-496 Eaton/Ingham Co. 11 $2,502,410 I-96 Ingham Co. 11 $1,530,152 US-23 Monroe Co. 12 $2,313,105 I-69 Eaton Co. 12 $1,229,075 US-127 Jackson Co. (70 mph section) 13 $2,128,246 US-127 Jackson Co. (70 mph section) 13 $1,219,654 I-96 Clinton/Eaton Co. 14 $1,773,148 I-96 Clinton/Eaton Co. 14 $833,102 I-69 Eaton Co. 15 $987,332 I-69 Clinton Co. 15 $423,535 I-275 Monroe Co. 17 $965,746 I-275 Monroe Co. 17 $318,841 I-69 Clinton Co. 18 $704,365 US-127 Clinton Co. (70mph section) 18 $196,020 US-127 Clinton Co. (70mph section) Total = $78,144,745 Total = $66,206,161
6
> CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
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
8 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
9 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $200,000
$180,000
$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
10 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 7. University Region I-69 northeastbound Chapter 8
CLINTON/SHIAWASSEE …
I-69-BL/SAGINAW ST/EXIT 94
WEBSTER RD/EXIT 92
US-127/EXIT 89 US-127 Interchange
OLD US-27/EXIT 87
DEWITT RD/EXIT 85
AIRPORT RD/EXIT 84
I-96/EXIT 81
I-96 I-96 North Jct
I-69/I-96 NORTHERN SPLIT
I-69BL/M-43/SAGINAW …
I-496/EXIT 95
I-96 South Jct I-96/EXIT 72
LANSING RD/EXIT 70
M-100/EXIT 66
M-79/LANSING RD/EXIT 61
M-50/EXIT 60
COCHRAN RD/EXIT 57
AINGER RD/EXIT 51
M-78/EXIT 48
EATON/CALHOUN COUNTY … 70 68 66 64 62 60 58 56 54 Average Speed (mph) NEB
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 11 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 8. University Region I-69 southwestbound Chapter 8 SWB CLINTON/SHIAWASSEE …
I-69-BL/SAGINAW ST/EXIT 94
WEBSTER RD/EXIT 92
US-127/EXIT 89 US-127 Interchange
OLD US-27/EXIT 87
DEWITT RD/EXIT 85
AIRPORT RD/EXIT 84
I-96/EXIT 81
I-96 North Jct I-96
I-69BL/M-43/SAGINAW …
I-496/EXIT 95
I-96 South Jct 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/EXIT 60
COCHRAN RD/EXIT 57
AINGER RD/EXIT 51
M-78/EXIT 48
EATON/CALHOUN COUNTY … 70 68 66 64 62 60 58 56 54 52 50 48 Average Speed (mph)
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 12
> CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
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
14 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
15 > CONGESTION & MOBILITY 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 FRONT ST/EXIT 13 Interchange
LA PLAISANCE RD/EXIT 11
OTTER CREEK RD/EXIT 9
LUNA PIER RD/EXIT 6
ERIE RD/EXIT 5 Erie Rd Interchange
SUMMIT ST/EXIT 2
MICHIGAN/OHIO STATE LINE 70 68 66 64 62 60 58 56 54 52 Average Speed (mph) NB
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 16 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 11. University Region I-75 southbound
SB Chapter 8
MONROE/WAYNE COUNTY …
HURON RIVER RD/EXIT 26
NEWPORT RD/EXIT 21
I-275/EXIT 20 I-275 Interchange
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/EXIT 5 Erie Rd Interchange
SUMMIT ST/EXIT 2
MICHIGAN/OHIO STATE LINE 70 68 66 64 62 60 58 56 54 52 50 48 Average Speed (mph)
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 17 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
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
18 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
19 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
20 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 14. University Region I-94 eastbound Chapter 8 RAWSONVILLE RD/EXIT 187 WIARD RD/MCCARTNEY … US-12/EXIT 185 US-12-BR/HURON ST/EXIT 183 US-12/MICHIGAN AVE/EXIT … US-23 Interchange I-94-BR/US-23/EXIT 180 STATE ST/EXIT 177 ANN ARBOR SALINE RD/EXIT … JACKSON AVE/EXIT 172 I-94-BL/EXIT 172
M-14 Interchange M-14/EXIT 171 ZEEB RD/EXIT 169 BAKER RD/EXIT 167 JACKSON RD/EXIT 162 M-52/EXIT 159 OLD US-12/EXIT 157 KALMBACH RD/EXIT 156 WASHTENAW/JACKSON … JACKSON/WASHTENAW … 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 West Jct 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 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 Average Speed (mph) EB
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 21 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 15. University Region I-94 westbound Chapter 8 WB RAWSONVILLE RD/EXIT 187 WIARD RD/MCCARTNEY... US-12/EXIT185 US-12-BR/HURON ST/EXIT 183 US-12/MICHIGAN AVE/EXIT... US-23 I-94-BR/US-23/EXIT 180 Interchange STATE ST/EXIT 177 ANN ARBOR SALINE RD/EXIT JACKSON AVE/EXIT 172 - I-94-BL/EXIT 172 M-14/EXIT 171 M-14 Interchange ZEEB RD/EXIT 169 BAKER RD/EXIT 167 JACKSON RD/EXIT 162 M-52/EXIT 159 OLD US-12/EXIT 157 KALMBACH RD/EXIT 156 WASHT- ENAW/JACKSON … JACKSON/WASHTENAW … 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/EXIT 142 ELM RD/EXIT 141 M-106/COOPER ST/EXIT 139 US-127/M-50/EXIT 138 US-127 West Jct AIRPORT RD/EXIT 137
- M-60/EXIT 136 DEARING RD/EXIT 133 PARMA RD/EXIT 130 MICHIGAN AVE/EXIT 128 CON- CORD RD/EXIT 127 I-94-BR/M-99/EXIT 124 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)
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 22 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
Figure 16. Travel time reliability I-94 Howell
Brighton Eaton Rapids
Novi
Livonia
Jackson Ypsilanti Segment 1 Segment 2 Segment 3
Brooklyn
23 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 17. Segment 1- I-94 between M-60 and Sargent Rd Chapter 8
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 2:00 PM 3:00 PM 4:00 PM 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 5:00 AM 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
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 2:00 PM 3:00 PM 4:00 PM 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 5:00 AM 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
24 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 18. Segment 2- I-94 between M-14 and I-94-BR/US-23 Chapter 8
Eastbound Travel Times Avg 75th % 95th % 30.0
25.0
20.0
15.0 Minutes
10.0
5.0
0.0 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 PM 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 AM 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 % 30.0
25.0
20.0
15.0 Minutes
10.0
5.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
25 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 19. Segment 1- I-94 between I-94-BR/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
0.0 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 PM 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 AM 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 % 35.0
30.0
25.0
20.0
Minutes 15.0
10.0
5.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
26
> CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
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
28 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
29 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
30 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
31 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 23. University Region I-96 eastbound Chapter 8 KENSINGTON LAKE RD/EXIT …
KENSINGTON RD/EXIT 151
PLEASANT VALLEY RD/EXIT …
US-23/EXIT 148 US-23 Interchange 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 …
M-52/EXIT 122
WILLIAMSTON RD/EXIT 117
OKEMOS RD/EXIT 110
I-496/US-127/EXIT 106 US-127 Interchange CEDAR ST/EXIT 104
M-99/LOGAN ST/EXIT 101
LANSING RD/EXIT 98
I-69 South Jct I-69/EXIT 97 I-69/I-96 SOUTHERN SPLIT
I-496/EXIT 95
I-69-BL/M-43/SAGINAW …
I-69
I-96-BL/GRAND RIVER …
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 38 Average Speed (mph) EB
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 32 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 24. University Region I-96 westbound
WB Chapter 8 KENSINGTON RD/EXIT 152
PLEASANT VALLEY RD/EXIT 150
US- 23 US 23/EXIT 148 Interchange 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/INGHAM COUNTY LINE
INGHAM/LIVINGSTON COUNTY LINE
M-52/EXIT 122
WILLIAMSTON RD/EXIT 117
OKEMOS RD/EXIT 110
US-1 27 I-496/US-127/EXIT 106 Interchange CEDAR ST/EXIT 104
M-99/LOGAN ST/EXIT 101
LANSING RD/EXIT 98
I-69/EXIT 97 I-69 South Jct I-496/EXIT 95
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 68 66 64 62 60 58 56 54 52 48 46 70 50 Average Speed (mph) 3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 33 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
Figure 25. Travel time reliability: I-96
Segment 2 Segment 1 Howell
Brighton Eaton Rapids Novi
Livonia
Jackson Ypsilanti
34 Brooklyn > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 26. Segment 1- I-96 between I-69 and I-496/US-127 Chapter 8
Eastbound Travel Times Avg 75th % 95th % 20.0
18.0
16.0
14.0
12.0
10.0 Minutes 8.0
6.0
4.0
2.0
0.0 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 PM 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 AM 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 % 20.0
18.0
16.0
14.0
12.0
10.0 Minutes 8.0
6.0
4.0
2.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
35 > CONGESTION & MOBILITY 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
0.0 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 PM 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 AM 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 % 25.0
20.0
15.0 Minutes 10.0
5.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
36
> CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
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
38 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $250,000
$200,000
$150,000
$100,000
$50,000
$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
39 > CONGESTION & MOBILITY 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/TELEGRAPH RD/EXIT 2 US-24 Interchange 70 68 66 64 62 60 58 56 Average Speed (mph) NB
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 40 > CONGESTION & MOBILITY 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/TELEGRAPH RD/EXIT 2 US-24 Interchange
I-75 70 68 66 64 62 60 58 56 54 Average Speed (mph)
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 41 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
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
42 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $500,000
$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
43 > CONGESTION & MOBILITY 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
M L KING JR BLVD/M-99/EXIT MLK Jr Blvd Interchange 5
LANSING RD/EXIT 4
WAVERLY RD/EXIT 3
CREYTS RD/EXIT 1 Creyts Rd Interchange
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
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 44 > CONGESTION & MOBILITY 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 Interchange 5
LANSING RD/EXIT 4
WAVERLY RD/EXIT 3
CREYTS RD/EXIT 1 Creyts Rd Interchange
I-69/I-96 70 68 66 64 62 60 58 56 54 52 50 48 46 44 Average Speed (mph)
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 45 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
Figure 34. Travel time reliability: I-496
Segment 1
Howell
Brighton Eaton Rapids Novi
Livonia
Jackson Ypsilanti
46 Brooklyn > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 35. Segment 1- I-496 between US-127 and I-69/I-96 Chapter 8
Eastbound Travel Times Avg 75th % 95th % 18.0
16.0
14.0
12.0
10.0
Minutes 8.0
6.0
4.0
2.0
0.0 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 PM 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 AM 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 % 18.0
16.0
14.0
12.0
10.0
Minutes 8.0
6.0
4.0
2.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
47 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
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
48 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
49 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 37. University Region M-14 eastbound Chapter 8 BECK RD/EXIT 18
GOTFREDSON RD/EXIT 15
M-153/FORD RD/EXIT 10 M-153 Interchange
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/EXIT 2
MILLER RD/EXIT 2 Maple Rd Interchange
I-94 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) EB 50 3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 38. University Region M-14 westbound Chapter 8 WB
GOTFREDSON RD/EXIT 15
M-153 M-153/FORD RD/EXIT 10 Interchange
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/EXIT 2 Maple Rd Interchange
MILLER RD/EXIT 2
I-94 70 68 66 64 62 60 Average Speed (mph)58 56 54 52 50 48 46 44 42 40 38
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 51 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
Figure 39. Travel time reliability: M-14 Howell
Brighton Eaton Rapids Novi
Segment 2 Livonia
Segment 1
Jackson Ypsilanti
Brooklyn
52 > CONGESTION & MOBILITY 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 % 14.0
12.0
10.0
8.0
Minutes 6.0
4.0
2.0
0.0 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 PM 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 AM 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 2:00 PM 3:00 PM 4:00 PM 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 5:00 AM 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
53 > CONGESTION & MOBILITY 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
0.0 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 PM 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 AM 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 % 35.0
30.0
25.0
20.0
Minutes 15.0
10.0
5.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
54
> CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
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
56 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
57 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
58 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
59 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 45. University Region US-23 northbound Chapter 8 LIVINGSTON/GENESEE … 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 … 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 … MONROE/WASHTENAW … PLANK RD/EXIT 25 CONE RD/EXIT 22 M-50/EXIT 17 M-50 Interchange 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 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 Average Speed (mph) NB
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 60 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 46. University Region US-23 southbound Chapter 8 SB
LIVINGSTON/GENESEE … 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 … 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 … PLANK RD/EXIT 25 CONE RD/EXIT 22 M-50/EXIT 17 M-50 Interchange 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 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 Average Speed (mph)
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 61 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
Figure 47. Travel time reliability: US-23 Howell
Brighton Eaton Rapids Novi Segment 4
Segment 3 Livonia
Segment 2
Jackson Ypsilanti
Segment 1 Brooklyn
62 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 48. Segment 1- US-23 between M-50 and I-94 Chapter 8
Northbound Travel Times Avg 75th % 95th % 20.0
18.0
16.0
14.0
12.0
10.0 Minutes 8.0
6.0
4.0
2.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
Southbound Travel Times Avg 75th % 95th % 20.0
18.0
16.0
14.0
12.0
10.0 Minutes 8.0
6.0
4.0
2.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
63 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 49. Segment 2- US-23 between I-94 and M-14 Chapter 8
Northbound Travel Times Avg 75th % 95th % 30.0
25.0
20.0
15.0 Minutes
10.0
5.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
Southbound Travel Times Avg 75th % 95th % 30.0
25.0
20.0
15.0 Minutes
10.0
5.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
64 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 50. Segment 3- US-23 between M-14/Exit 42 and M-14/Exit 41 Chapter 8
Northbound 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 2:00 PM 3:00 PM 4:00 PM 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 5:00 AM 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
Southbound 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 2:00 PM 3:00 PM 4:00 PM 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 5:00 AM 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
65 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 51. Segment 4- US-23 between I-96 and M-14 Chapter 8
Northbound Travel Times Avg 75th % 95th % 45.0
40.0
35.0
30.0
25.0
Minutes 20.0
15.0
10.0
5.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
Southbound Travel Times Avg 75th % 95th % 45.0
40.0
35.0
30.0
25.0
Minutes 20.0
15.0
10.0
5.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
66
> CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
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
68 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $250,000
$200,000
$150,000
$100,000
$50,000
$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
69 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
70 > CONGESTION & MOBILITY 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
2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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
71 > CONGESTION & MOBILITY 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 Interchange I-96/I-496 HOLT RD M-36/CEDAR ST KIPP RD BARNES RD BELLEVUE RD INGHAM/JACKSON COUNTY … JACKSON/INGHAM COUNTY … BERRY RD M-50 PARNALL RD SPRINGPORT RD US-127/M-50/EXIT 138 M-106/COOPER ST/EXIT 139 M-106 Interchange 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 … 72 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 Average Speed (mph) NB
3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 72 > CONGESTION & MOBILITY 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 …
BERRY RD
M-50
PARNALL RD
SPRINGPORT RD
US-127 BEGIN FREEWAY
M-106/COOPER ST/EXIT 139 M-106 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 … 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 Average Speed (mph) 3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 73 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Chapter 8
Figure 57. Travel time reliability: US-127
Segment 2
Segment 1
Howell
Brighton Eaton Rapids Novi
Livonia
Jackson Ypsilanti
74 Brooklyn > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 58. Segment 1- US-127 between I-96 and I-496 Chapter 8
Northbound Travel Times Avg 75th % 95th % 12.0
10.0
8.0
6.0 Minutes
4.0
2.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
Southbound Travel Times Avg 75th % 95th % 12.0
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0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
75 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures
Figure 59. Segment 2- US-127 between I-496/Trowbridge Rd and I-69 Chapter 8
Northbound Travel Times Avg 75th % 95th % 12.0
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Southbound Travel Times Avg 75th % 95th % 12.0
10.0
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6.0 Minutes
4.0
2.0
0.0 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 PM 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 AM 12:00 PM 10:00 PM 11:00 PM 12:00 AM 10:00 AM 11:00 AM Time of Day
76