MDOT 2015 C M Report Chapter 4

2015 Congestion & Mobility Report

MACOMB Chapter 4 OAKLAND METRO REGION WAYNE SUMMARY

Performance Measures Definitions...... 1 Regional User Delay Cost Per Mile...... 3 Regional Congestion Hours...... 4 Ranked UDC by Location...... 6 Mobility Measures: I-75 Corridor...... 8 Mobility Measures: I-94 Corridor...... 20 Mobility Measures: I-96 Corridor...... 32 Mobility Measures: I-275 Corridor...... 46 Mobility Measures: I-696 Corridor...... 54 Mobility Measures: M-10 Corridor...... 64 Mobility Measures: M-14 Corridor...... 72 Mobility Measures: M-39 Corridor...... 76 Mobility Measures: M-53 Corridor...... 84 Mobility Measures: M-59 Corridor...... 90

> CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4 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 4 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 Metro Region user delay cost per mile Chapter 4

2015 Metro Region 4 User Delay Cost per Mile

¦¨§75 ¦¨§94

59 53

¦¨§696 ¦¨§96 10

14 ¦¨§96

¦¨§275

2015 UDC per Mile Metro < $500,000 $500,000 - $1,000,000 ¦¨§94 > $1,000,000

¦¨§75

3 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4 Figure 2. 2015 Metro Region congestion hours northbound 2015 Metro Region Congestion Hours 4 Northbound/Eastbound

¦¨§75 ¦¨§94

59 53

¦¨§696 ¦¨§96

14 ¦¨§96

¦¨§275

2015 Congestion Hours < 150 150 - 300 ¦¨§94 > 300

¦¨§75

4 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 3. 2015 Metro Region congestion hours southbound Chapter 4 2015 Metro Region Congestion Hours 4 Southbound/Westbound

¦¨§75 ¦¨§94

59 53

¦¨§696 ¦¨§96 10

14 ¦¨§96

¦¨§275

2015 Congestion Hours < 150 150 - 300 ¦¨§94 > 300

¦¨§75

5 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4 Figure 4. 2015 Metro Region UDC Data

2012-2014 Average 2015

Rank UDC Per Mile Location (Route, County) Rank UDC Per Mile Location (Route, County)

1 $1,851,888 I-696 Oakland Co. 1 $2,119,765 I-696 Oakland Co. 2 $848,185 I-94 (55mph) Detroit TSC 2 $1,305,740 I-94 (55mph) Detroit TSC 3 $834,794 I-75 (55mph) Detroit TSC 3 $1,032,983 I-75 (55mph) Detroit TSC 4 $808,519 M-10 Oakland Co. (70 mph section) 4 $758,946 I-96 Oakland Co. 5 $775,408 I-96 plus Local Detroit TSC 5 $714,199 M-39 (55mph) Detroit TSC 6 $630,863 M-39 (55mph) Detroit TSC 6 $686,524 I-75 Oakland Co. 7 $602,946 I-96 Taylor TSC 7 $664,684 I-96 Taylor TSC 8 $582,459 I-96 Oakland Co. 8 $649,703 I-96 plus Local Detroit TSC 9 $524,721 M-59 Oakland Co. (70 mph section) 9 $597,417 M-59 Oakland Co. (70 mph section) 10 $506,288 I-75 Oakland Co. 10 $559,615 M-10 Oakland Co. (70 mph section) 11 $485,962 M-10 (55mph) Detroit TSC 11 $468,515 M-10 (55mph) Detroit TSC 12 $403,978 I-94 Taylor TSC 12 $305,269 I-94 Taylor TSC 13 $355,466 M-14 Taylor TSC 13 $286,510 M-14 Taylor TSC 14 $334,467 I-75 Taylor TSC 14 $285,114 I-696 Macomb Co. 15 $326,272 M-53 Macomb Co. (70 mph section) 15 $226,259 I-94 Macomb Co. 16 $309,262 I-275 Wayne Co. 16 $223,048 I-275 Wayne Co. 17 $303,670 I-696 Macomb Co. 17 $194,924 I-75 Taylor TSC 18 $282,907 I-94 Macomb Co. 18 $191,768 M-53 Macomb Co. (70 mph section)

2012-2014 Average 2015 Total Total Rank Location (Route, County) Rank Location (Route, County) UDC UDC 1 $46,578,475 I-75 Oakland Co. 1 $63,160,199 I-75 Oakland Co. 2 $37,037,751 I-696 Oakland Co. 2 $42,395,294 I-696 Oakland Co. 3 $30,240,926 I-96 plus Local Detroit TSC 3 $41,783,684 I-94 (55mph) Detroit TSC 4 $27,765,239 I-75 (55mph) Detroit TSC 4 $34,357,027 I-75 (55mph) Detroit TSC 5 $27,141,931 I-94 (55mph) Detroit TSC 5 $25,918,006 I-96 Oakland Co. 6 $19,890,982 I-96 Oakland Co. 6 $25,338,420 I-96 plus Local Detroit TSC 7 $18,179,028 I-94 Taylor TSC 7 $19,997,563 M-39 (55mph) Detroit TSC 8 $17,664,177 M-39 (55mph) Detroit TSC 8 $15,347,553 I-96 Taylor TSC 9 $17,540,256 I-94 Macomb Co. 9 $14,028,071 I-94 Macomb Co. 10 $13,968,798 I-696 Macomb Co. 10 $13,737,105 I-94 Taylor TSC 11 $13,922,035 I-96 Taylor TSC 11 $13,115,229 I-696 Macomb Co. 12 $13,916,788 I-275 Wayne Co. 12 $11,858,112 M-10 (55mph) Detroit TSC 13 $12,299,705 M-10 (55mph) Detroit TSC 13 $11,350,921 M-59 Oakland Co. (70 mph section) 14 $10,702,935 I-75 Taylor TSC 14 $10,037,177 I-275 Wayne Co. 15 $9,969,690 M-59 Oakland Co. (70 mph section) 15 $6,237,562 I-75 Taylor TSC 16 $8,893,710 M-10 Oakland Co. (70 mph section) 16 $6,155,770 M-10 Oakland Co. (70 mph section) 17 $6,199,160 M-53 Macomb Co. (70 mph section) 17 $4,297,644 M-14 Taylor TSC 18 $5,331,992 M-14 Taylor TSC 18 $3,643,597 M-53 Macomb Co. (70 mph section) Total = $337,243,579 Total = $362,758,935

> CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Interstate 75: Taylor, Detroit 55mph, and Oakland

Interstate 94: Taylor, Detroit 55mph, and Macomb

Interstate 96: Oakland, Taylor, and Detroit Plus Local

Interstate 275: Wayne

Interstate 696: Oakland and Macomb

Michigan 10: Detroit 70mph and Oakland

Michigan 14: Taylor

Michigan 39: Detroit 55mph

Michigan 53: Macomb

Michigan 59: Oakland

8 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 5. Taylor TSC I-75 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Taylor TSC I-75 Corridor User Delay Cost Total User Delay Cost

2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $1,800,000

$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 9 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 6. Detroit TSC I-75 Corridor (55mph section) total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Detroit TSC I-75 Corridor (55mph) User Delay Cost Total User Delay Cost

2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $5,000,000

$4,500,000

$4,000,000

$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 10 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 7. Oakland County I-75 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Oakland 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 $9,000,000

$8,000,000

$7,000,000

$6,000,000

$5,000,000

$4,000,000

$3,000,000

$2,000,000

$1,000,000

$0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 11 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 8. Metro Region I-75 northbound Chapter 4 HOLLY RD/EXIT 108 SAGINAW RD/EXIT 106 GRANGE HALL RD/EXIT 101 HOLLY RD/EXIT 98 US-24/DIXIE HWY/EXIT 93 M-15/EXIT 91 SASHABAW RD/EXIT 89 BALDWIN RD/EXIT 84 JOSLYN RD/EXIT 83 I-75-BL/M-24/EXIT 81 UNIVERSITY DR/EXIT 79 M-59 CHRYSLER DR/EXIT 78 Interchange M-59/EXIT 77 I-75-BL/EXIT 75 ADAMS RD/EXIT 74 CROOKS RD/EXIT 72 BIG BEAVER RD/EXIT 69 ROCHESTER RD/EXIT 67 14 MILE RD/EXIT 65 12 MILE RD/EXIT 63 11 MILE RD/EXIT 62 I-696/EXIT 61 JOHN R RD/EXIT 60 8 MILE RD/EXIT 59 7 MILE RD/EXIT 58 MCNICHOLS RD/EXIT 57 DAVISON FWY/EXIT 56 CANIFF ST/EXIT 55 HOLBROOK ST/EXIT 55 CLAY ST/EXIT 54 I-94 Interchange I-94/FORD FWY/EXIT 53 WARREN AVE/EXIT 53 MACK AVE/EXIT 52 I-75/CHRYSLER FWY/EXIT 51 JOHN R ST/EXIT 51 GRAND RIVER AVE/EXIT 50 M-10/JOHN C LODGE … ROSA PARKS BLVD/EXIT 49 I-96/JEFFRIES FWY/EXIT 48 I-96/PORTER ST/EXIT 48 LAFAYETTE BLVD/EXIT 47 CLARK ST/EXIT 47 LIVERNOIS AVE/EXIT 46 SPRINGWELLS ST/EXIT 45 DEARBORN ST/EXIT 44 M-85/SCHAEFER HWY/EXIT 43 OUTER DR/EXIT 42 M-39/SOUTHFIELD RD/EXIT 41 DIX HWY/EXIT 40 NORTHLINE RD/EXIT 37 ALLEN RD/EXIT 37 EUREKA RD/EXIT 36 US-24/Telegraph Rd Interchange US-24/TELEGRAPH RD/EXIT 35 SIBLEY RD/EXIT 34 DIX TOLEDO HWY/EXIT 34 WEST RD/EXIT 32 GIBRALTAR RD/EXIT 29 M-85/FORT ST/EXIT 28 HURON RIVER DR/EXIT 27 WAYNE/MONROE COUNTY … 72 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) NB

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 12 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 9. Metro Region I-75 southbound Chapter 4 SB

DIXIE HWY/EXIT 106 GRANGE HALL RD/EXIT 101 HOLLY RD/EXIT 98 US-24/DIXIE HWY/EXIT 93 M-15/EXIT 91 SASHABAW RD/EXIT 89 BALDWIN RD/EXIT 84 JOSLYN RD/EXIT 83 I-75-BL/M-24/EXIT 81 UNIVERSITY DR/EXIT 79 CHRYSLER DR/EXIT 78 M-59 Interchange M-59/EXIT 77 I-75-BL/EXIT 75 ADAMS RD/EXIT 74 CROOKS RD/EXIT 72 BIG BEAVER RD/EXIT 69 ROCHESTER RD/EXIT 67 14 MILE RD/EXIT 65 12 MILE RD/EXIT 63 11 MILE RD/EXIT 62 I-696/EXIT 61 JOHN R RD/EXIT 60 8 MILE RD/EXIT 59 7 MILE RD/EXIT 58 MCNICHOLS RD/EXIT 57 DAVISON FWY/EXIT 56 CANIFF ST/EXIT 55 HOLBROOK ST/EXIT 55 CLAY ST/EXIT 54 I-94 Interchange I-94/FORD FWY/EXIT 53 WARREN AVE/EXIT 53 MACK AVE/EXIT 52 I-75/CHRYSLER FWY/EXIT 51 JOHN R ST/EXIT 51 GRAND RIVER AVE/EXIT 50 M-10/JOHN C LODGE … ROSA PARKS BLVD/EXIT 49 I-96/JEFFRIES FWY/EXIT 48 I-96/PORTER ST/EXIT 48 LAFAYETTE BLVD/EXIT 47 CLARK ST/EXIT 47 LIVERNOIS AVE/EXIT 46 SPRINGWELLS ST/EXIT 45 DEARBORN ST/EXIT 44 M-85/SCHAEFER HWY/EXIT 43 OUTER DR/EXIT 42 M-39/SOUTHFIELD RD/EXIT 41 DIX HWY/EXIT 40 NORTHLINE RD/EXIT 37 ALLEN RD/EXIT 37 EUREKA RD/EXIT 36 US-24/TELEGRAPH RD/EXIT 35 US-24/Telegraph Rd Interchange SIBLEY RD/EXIT 34 DIX TOLEDO HWY/EXIT 34 WEST RD/EXIT 32 GIBRALTAR RD/EXIT 29 M-85/FORT ST/EXIT 28 HURON RIVER DR/EXIT 27 WAYNE/MONROE COUNTY … 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)

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 13 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Figure 10. Travel time reliability: I-75

Segment 5 Auburn Hills

Troy

Sterling Segment 4 Heights

Brighton Warren

Novi Lake St Clair Segment 3

Livonia

Detroit Canton Ann Arbor Segment 2

Taylor

Segment 1

14 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 11. Segment 1- I-75 between I-275 and M-39/Southfield Rd Chapter 4

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

15 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 12. Segment 2- I-75 between M-39/Southfield Rd and I-75/Chrysler Fwy Chapter 4

Northbound Travel Times Avg 75th % 95th % 40.0

35.0

30.0

25.0

20.0 Minutes 15.0

10.0

5.0

Southbound Travel Times Avg 75th % 95th % 40.0

35.0

30.0

25.0

20.0 Minutes 15.0

10.0

5.0

16 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 13. Segment 3- I-75 between I-696 and I-75/Chrysler Fwy Chapter 4

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

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

17 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 14. Segment 4- I-75 between I-696 and M-59 Chapter 4

Northbound Travel Times Avg 75th % 95th % 60.0

50.0

40.0

30.0 Minutes

20.0

10.0

Southbound Travel Times Avg 75th % 95th % 60.0

50.0

40.0

30.0 Minutes

20.0

10.0

18 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 15. Segment 5- I-75 between US-24/Dixie Hwy and M-59 Chapter 4

Northbound Travel Times Avg 75th % 95th % 50.0

45.0

40.0

35.0

30.0

25.0 Minutes 20.0

15.0

10.0

5.0

Southbound Travel Times Avg 75th % 95th % 50.0

45.0

40.0

35.0

30.0

25.0 Minutes 20.0

15.0

10.0

5.0

19 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Interstate 75: Taylor, Detroit 55mph, and Oakland

Interstate 94: Taylor, Detroit 55mph, and Macomb

Interstate 96: Oakland, Taylor, and Detroit Plus Local

Interstate 275: Wayne

Interstate 696: Oakland and Macomb

Michigan 10: Detroit 70mph and Oakland

Michigan 14: Taylor

Michigan 39: Detroit 55mph

Michigan 53: Macomb

Michigan 59: Oakland

20 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 16. Taylor TSC I-94 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Taylor TSC I-94 Corridor User Delay Cost Total User Delay Cost

2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $3,500,000

$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

21 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 17. Detroit TSC I-94 Corridor (55mph section) total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Detroit TSC I-94 Corridor (55mph Section) User Delay Cost Total User Delay Cost

2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $4,500,000

$4,000,000

$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 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 18. Macomb County I-94 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Macomb 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 $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

23 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 19. Metro Region I-94 eastbound Chapter 4 DIVISION RD/FRED … 26 MILE RD/EXIT 248 M-19/EXIT 247 M-3/M-59/EXIT 243 21 MILE RD/EXIT 241 WILLIAM P ROSSO HWY/EXIT … RIVER RD/EXIT 237 METROPOLITAN PKY/EXIT 236 SHOOK RD/EXIT 235 HARPER AVE/EXIT 234 LITTLE MACK AVE/EXIT 232 M-3/GRATIOT AVE/EXIT 231 I-696 12 MILE RD/EXIT 230 I-696/11 MILE RD/EXIT 229 Interchange 10 MILE RD/EXIT 228 9 MILE RD/EXIT 227 8 MILE RD/EXIT 225 VERNIER RD/EXIT 225 ALLARD AVE/EXIT 224 MOROSS RD/EXIT 224 CADIEUX RD/EXIT 223 WHITTIER ST HARPER AVE/EXIT 222 OUTER DR/EXIT 222 CHALMERS ST/EXIT 222 CONNER ST/EXIT 220 FRENCH RD/EXIT 220 M-3/GRATIOT AVE/EXIT 219 M-53/VAN DYKE/EXIT 218 MT ELLIOTT ST/EXIT 217 CHENE ST/EXIT 217 I-75/CHRYSLER FWY/EXIT 216 M-10 EDSEL FORD FWY/EXIT 215 Interchange M-10/JOHN C LODGE … TRUMBULL ST/EXIT 214 14TH ST LINWOOD ST/EXIT 214 I-96/EXIT 213 GRAND BLVD/EXIT 213 30TH ST/EXIT 212 LIVERNOIS AVE/EXIT 212 CECIL ST/EXIT 211 LONYO ST/EXIT 211 ADDISON ST/EXIT 210 WEIR ST WYOMING AVE US-12/MICHIGAN AVE/EXIT … ROTUNDA DR/EXIT 209 SCHAEFER HWY/EXIT 208 GREENFIELD RD/EXIT 208 OAKWOOD BLVD/EXIT 206 M-39/SOUTHFIELD FWY/EXIT … PELHAM RD/EXIT 204 US-24/TELEGRAPH RD/EXIT … US-24/Telegraph Rd Interchange ECORSE RD/EXIT 200 MIDDLEBELT RD/EXIT 198 MERRIMAN RD/EXIT 198 VINING RD/EXIT 197 WAYNE RD/EXIT 196 I-275/EXIT 194 HAGGERTY RD/EXIT 192 BELLEVILLE RD/EXIT 190 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 Average Speed (mph) EB

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 24 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 20. Metro Region I-94 westbound Chapter 4 WB

26 MILE RD/EXIT 248 M-19/EXIT 247 M-3/M-59/EXIT 243 21 MILE RD/EXIT 241 WILLIAM P ROSSO HWY/EXIT … RIVER RD/EXIT 237 METROPOLITAN PKY/EXIT 236 SHOOK RD/EXIT 235 HARPER AVE/EXIT 234 LITTLE MACK AVE/EXIT 232 M-3/GRATIOT AVE/EXIT 231 12 MILE RD/EXIT 230 I-696 Interchange I-696/11 MILE RD/EXIT 229 10 MILE RD/EXIT 228 9 MILE RD/EXIT 227 8 MILE RD/EXIT 225 VERNIER RD/EXIT 225 ALLARD AVE/EXIT 224 MOROSS RD/EXIT 224 CADIEUX RD/EXIT 223 WHITTIER ST HARPER AVE/EXIT 222 OUTER DR/EXIT 222 CHALMERS ST/EXIT 222 CONNER ST/EXIT 220 FRENCH RD/EXIT 220 M-3/GRATIOT AVE/EXIT 219 M-53/VAN DYKE/EXIT 218 MT ELLIOTT ST/EXIT 217 CHENE ST/EXIT 217 I-75/CHRYSLER FWY/EXIT 216 M-10 EDSEL FORD FWY/EXIT 215 Interchange M-10/JOHN C LODGE … TRUMBULL ST/EXIT 214 14TH ST LINWOOD ST/EXIT 214 I-96/EXIT 213 GRAND BLVD/EXIT 213 30TH ST/EXIT 212 LIVERNOIS AVE/EXIT 212 CECIL ST/EXIT 211 LONYO ST/EXIT 211 ADDISON ST/EXIT 210 WEIR ST WYOMING AVE US-12/MICHIGAN AVE/EXIT … ROTUNDA DR/EXIT 209 SCHAEFER HWY/EXIT 208 GREENFIELD RD/EXIT 208 OAKWOOD BLVD/EXIT 206 M-39/SOUTHFIELD FWY/EXIT … US-24/Telegraph Rd PELHAM RD/EXIT 204 Interchange US-24/TELEGRAPH RD/EXIT … ECORSE RD/EXIT 200 MIDDLEBELT RD/EXIT 198 MERRIMAN RD/EXIT 198 VINING RD/EXIT 197 WAYNE RD/EXIT 196 I-275/EXIT 194 HAGGERTY RD/EXIT 192 BELLEVILLE RD/EXIT 190 RAWSONVILLE RD/EXIT 187 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 Average Speed (mph)

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 25 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Figure 21. Travel time reliability: I-94 Auburn Hills

Troy

Sterling Heights

Segment 4 Brighton Warren

Novi Lake St Clair

Segment 3

Livonia

Segment Detroit Canton 2 Ann Arbor Segment 1 Taylor

26 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 22. Segment 1- I-94 between I-275 and M-39/Southfield Fwy Chapter 4

Eastbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

Westbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

27 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 23. Segment 2- I-94 between M-39 and M-10/John C Lodge Fwy Chapter 4

Westbound Travel Times Avg 75th % 95th % 35.0

30.0

25.0

20.0

Minutes 15.0

10.0

5.0

Eastbound Travel Times Avg 75th % 95th % 35.0

30.0

25.0

20.0

Minutes 15.0

10.0

5.0

28 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 24. Segment 3- I-94 between M-10/John C Lodge Fwy and I-696 Chapter 4

Westbound Travel Times Avg 75th % 95th % 60.0

50.0

40.0

30.0 Minutes

20.0

10.0

Eastbound Travel Times Avg 75th % 95th % 60.0

50.0

40.0

30.0 Minutes

20.0

10.0

29 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 25. Segment 4- I-94 between I-696 and William P Rosso Hwy Chapter 4

Westbound Travel Times Avg 75th % 95th % 35.0

30.0

25.0

20.0

Minutes 15.0

10.0

5.0

Eastbound Travel Times Avg 75th % 95th % 35.0

30.0

25.0

20.0

Minutes 15.0

10.0

5.0

> CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Interstate 75: Taylor, Detroit 55mph, and Oakland

Interstate 94: Taylor, Detroit 55mph, and Macomb

Interstate 96: Oakland, Taylor, and Detroit Plus Local

Interstate 275: Wayne

Interstate 696: Oakland and Macomb

Michigan 10: Detroit 70mph and Oakland

Michigan 14: Taylor

Michigan 39: Detroit 55mph

Michigan 53: Macomb

Michigan 59: Oakland

32 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 26. Oakland County I-96 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Oakland 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 $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 33 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 27. Taylor TSC I-96 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Taylor TSC I-96 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 34 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 28. Detroit TSC I-96 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Detroit TSC I-96 Corridor User Delay Cost Total User Delay Cost

2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $4,500,000

$4,000,000

$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 35 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 29. Metro Region I-96 eastbound Chapter 4 I-75

MYRTLE ST/ML KING …

WARREN AVE/EXIT 190

I-94 Interchange I-94/EXIT 190 SCOTTEN ST/EXIT 189

JOY RD/EXIT 188

LIVERNOIS AVE/EXIT 188

GRAND RIVER AVE/EXIT 187

DAVISON/I-96 LOCAL/EXIT 186

I-96 LOCAL/M-39/EXIT 183

I-96 LOCAL/OUTER DR/EXIT …

TELEGRAPH RD/EXIT 179

BEECH DALY RD/EXIT 178

INKSTER RD/EXIT 177 Middle Belt Rd MIDDLEBELT RD/EXIT 176 Interchange MERRIMAN RD/EXIT 175

FARMINGTON RD/EXIT 174

LEVAN RD/EXIT 173

NEWBURGH RD/EXIT 173

M-14/JEFFRIES FWY

6 MILE RD/EXIT 170

7 MILE RD/EXIT 169

8 MILE RD/EXIT 167

I-696/M-5/EXIT 165 I-696 Interchange I-696/M-5/EXIT 165 12 MILE RD/M-5/EXIT 164

NOVI RD/EXIT 162

BECK RD/EXIT 160

WIXOM RD/EXIT 159

MILFORD RD/EXIT 155

KENT LAKE RD/EXIT 153 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

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 36 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 30. Metro Region I-96 westbound Chapter 4 WB

MYRTLE ST/ML KING …

WARREN AVE/EXIT 190

I-94 Interchange I-94/EXIT 190 SCOTTEN ST/EXIT 189

JOY RD/EXIT 188

LIVERNOIS AVE/EXIT 188

GRAND RIVER AVE/EXIT 187

DAVISON/I-96 LOCAL/EXIT 186

I-96 LOCAL/M-39/EXIT 183

I-96 LOCAL/OUTER DR/EXIT …

TELEGRAPH RD/EXIT 179

BEECH DALY RD/EXIT 178

INKSTER RD/EXIT 177

Middle Belt Rd Interchange MIDDLEBELT RD/EXIT 176 MERRIMAN RD/EXIT 175

FARMINGTON RD/EXIT 174

LEVAN RD/EXIT 173

NEWBURGH RD/EXIT 173

I-275/M-14

M-14/JEFFRIES FWY

6 MILE RD/EXIT 170

7 MILE RD/EXIT 169

8 MILE RD/EXIT 167 I-696 I-696/M-5/EXIT 165 Interchange 12 MILE RD/M-5/EXIT 164

NOVI RD/EXIT 162

BECK RD/EXIT 160

WIXOM RD/EXIT 159

MILFORD RD/EXIT 155

KENT LAKE RD/EXIT 153

KENSINGTON RD/EXIT 151 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 Average Speed (mph)

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 37 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 31. Metro Region I-96 local eastbound Chapter 4 I-96/JEFFRIES FWY (EAST)

DAVISON W/EXIT 186

M-5/GRAND RIVER AVE/EXIT M-5 Interchange 185

Greenfield Rd Interchange GREENFIELD RD/EXIT 184

M-39/SOUTHFIELD FWY/EXIT M-39 Interchange 183

EVERGREEN AVE/EVERGREEN RD/EXIT 182

I-96/JEFFRIES FWY (WEST) 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 38 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 32. Metro Region I-96 local westbound Chapter WB 4

I-96/JEFFRIES FWY (EAST)

DAVISON W/EXIT 186

M-5/GRAND RIVER AVE/EXIT M-5 Interchange 185

Greenfield Rd Interchange GREENFIELD RD/EXIT 184

M-39/SOUTHFIELD FWY/EXIT M-39 Interchange 183

EVERGREEN AVE/EVERGREEN RD/EXIT 182

I-96/JEFFRIES FWY (WEST) 60 58 56 54 52 50 48 46 Average Speed (mph)

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 39 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Figure 33. Travel time reliability: I-96

Auburn Hills

Troy

Sterling Heights Segment 1 Brighton Warren

Novi Lake St Clair Segment 2

Livonia Segment 3 Detroit Canton Segment 4 Ann Arbor

Taylor

40 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 34. Segment 1- I-96 between US-23 and I-696/M-5 Chapter 4

Eastbound Travel Times Avg 75th % 95th % 60.0

50.0

40.0

30.0 Minutes

20.0

10.0

Westbound Travel Times Avg 75th % 95th % 60.0

50.0

40.0

30.0 Minutes

20.0

10.0

41 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 35. Segment 2- I-96/I-275 Chapter 4

Northbound Travel Times Avg 75th % 95th % 25.0

20.0

15.0 Minutes 10.0

5.0

Southbound Travel Times Avg 75th % 95th % 25.0

20.0

15.0 Minutes 10.0

5.0

42 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 36. Segment 3- I96/Local/M-39 and I-275/M-14 Chapter 4

Eastbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

Westbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

43 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 37. Segment 4- I-96 between I-75 and I-96/Local/M-39 Chapter 4

Westbound Travel Times Avg 75th % 95th % 25.0

20.0

15.0 Minutes 10.0

5.0

Eastbound Travel Times Avg 75th % 95th % 25.0

20.0

15.0 Minutes 10.0

5.0

> CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Interstate 75: Taylor, Detroit 55mph, and Oakland

Interstate 94: Taylor, Detroit 55mph, and Macomb

Interstate 96: Oakland, Taylor, and Detroit Plus Local

Interstate 275: Wayne

Interstate 696: Oakland and Macomb

Michigan 10: Detroit 70mph and Oakland

Michigan 14: Taylor

Michigan 39: Detroit 55mph

Michigan 53: Macomb

Michigan 59: Oakland

46 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 38. Taylor TSC I-275 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Taylor TSC I-275 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 47 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 39. Metro Region I-275 northbound Chapter 4 I-696/M-5/EXIT 165

8 MILE RD/EXIT 167

7 MILE RD/EXIT 169

6 MILE RD/EXIT 170

I-96/M-14/EXIT 29 I-96 Interchange

ANN ARBOR RD/EXIT 28

M-153 Interchange M-153/FORD RD/EXIT 25

US-12/MICHIGAN AVE/EXIT 22

ECORSE RD/EXIT 20

I-94/EXIT 17 I-94 Interchange

EUREKA RD/EXIT 15

SIBLEY RD/EXIT 13

HURON RD/EXIT 11 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) NB

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 48 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 40. Metro Region I-275 southbound Chapter 4 SB

I-696/M-5/EXIT 165

8 MILE RD/EXIT 167

7 MILE RD/EXIT 169

6 MILE RD/EXIT 170

I-96 Interchange I-96/M-14/EXIT 29

ANN ARBOR RD/EXIT 28

M-153 Interchange M-153/FORD RD/EXIT 25

US-12/MICHIGAN AVE/EXIT 22

ECORSE RD/EXIT 20

I-94/EXIT 17 I-94 Interchange

EUREKA RD/EXIT 15

SIBLEY RD/EXIT 13

HURON RD/EXIT 11

WILL CARLETON RD/EXIT 8 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)

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 49 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Auburn Hills

Troy

Sterling Heights Figure 41. Travel time reliability: I-275

Brighton Warren

Novi Lake St Clair

Livonia

Detroit Canton Ann Arbor Segment 2

Taylor

Segment 1

50 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 42. Segment 1- I-275 between I-75 and I-94 Chapter 4

Northbound Travel Times Avg 75th % 95th % 25.0

20.0

15.0 Minutes 10.0

5.0

Southbound Travel Times Avg 75th % 95th % 25.0

20.0

15.0 Minutes 10.0

5.0

51 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 43. Segment 2- I-275 between I-94 and I-96/M-14 Chapter 4

Northbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

Southbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

> CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Interstate 75: Taylor, Detroit 55mph, and Oakland

Interstate 94: Taylor, Detroit 55mph, and Macomb

Interstate 96: Oakland, Taylor, and Detroit Plus Local

Interstate 275: Wayne

Interstate 696: Oakland and Macomb

Michigan 10: Detroit 70mph and Oakland

Michigan 14: Taylor

Michigan 39: Detroit 55mph

Michigan 53: Macomb

Michigan 59: Oakland

54 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 44. Oakland County I-696 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Oakland County I-696 Corridor User Delay Cost Total User Delay Cost

2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $5,000,000

$4,500,000

$4,000,000

$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 55 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 45. Macomb County I-696 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Macomb County I-696 Corridor User Delay Cost Total User Delay Cost

2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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 56 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 46. Metro Region I-696 eastbound Chapter I-94 4

11 MILE RD/EXIT 28

GRATIOT AVE/EXIT 27

HAYES RD/EXIT 26

BUNERT RD/EXIT 26

Hoover Rd Interchange HOOVER RD/EXIT 24

VAN DYKE AVE/EXIT 23

MOUND RD/EXIT 22

11 MILE RD/EXIT 21

DEQUINDRE RD/EXIT 20

COUZENS AVE/EXIT 19

I-75 Interchange I-75/EXIT 18

10 MILE RD/EXIT 17

M-1/WOODWARD AVE/EXIT …

10 MILE RD/EXIT 14

GREENFIELD RD/EXIT 13

SOUTHFIELD RD/EXIT 12

EVERGREEN RD/EXIT 11

M-10/EXIT 10

US-24/TELEGRAPH RD

M-10/JOHN C LODGE … M-10 Interchange

ORCHARD LAKE RD/EXIT 5

I-96/I-275/M-5/EXIT 1 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 Average Speed (mph) EB

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 57 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 47. Metro Region I-696 westbound Chapter 4 WB

I-94

11 MILE RD/EXIT 28

GRATIOT AVE/EXIT 27

HAYES RD/EXIT 26

BUNERT RD/EXIT 26

Hoover Rd Interchange HOOVER RD/EXIT 24

VAN DYKE AVE/EXIT 23

MOUND RD/EXIT 22

11 MILE RD/EXIT 21

DEQUINDRE RD/EXIT 20

COUZENS AVE/EXIT 19 I-75 I-75/EXIT 18 Interchange

10 MILE RD/EXIT 17

M-1/WOODWARD AVE/EXIT …

10 MILE RD/EXIT 14

GREENFIELD RD/EXIT 13

SOUTHFIELD RD/EXIT 12

EVERGREEN RD/EXIT 11

M-10/EXIT 10

US-24/TELEGRAPH RD

M-10/JOHN C LODGE … M-10 Interchange

ORCHARD LAKE RD/EXIT 5

I-96/I-275/M-5/EXIT 1 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) 3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 58 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Figure 48. Travel time reliability: I-696

Auburn Hills

Troy

Sterling Heights

Brighton Segment 1 Segment 2 Warren

Novi Segment 3 Lake St Clair

Livonia

Detroit Canton Ann Arbor

Taylor

59 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 49. Segment 1- I-696 between M-10 and I-96/I-275/M-5 Chapter 4

Eastbound Travel Times Avg 75th % 95th % 60.0

50.0

40.0

30.0 Minutes

20.0

10.0

Westbound Travel Times Avg 75th % 95th % 60.0

50.0

40.0

30.0 Minutes

20.0

10.0

60 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 50. Segment 2- I-696 between M-10/John C Lodge Fwy and I-75 Chapter 4

Westbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

Eastbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

61 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 51. Segment 3- I-696 between I-94 and I-75 Chapter 4

Westbound Travel Times Avg 75th % 95th % 40.0

35.0

30.0

25.0

20.0 Minutes 15.0

10.0

5.0

Eastbound Travel Times Avg 75th % 95th % 40.0

35.0

30.0

25.0

20.0 Minutes 15.0

10.0

5.0

> CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Interstate 75: Taylor, Detroit 55mph, and Oakland

Interstate 94: Taylor, Detroit 55mph, and Macomb

Interstate 96: Oakland, Taylor, and Detroit Plus Local

Interstate 275: Wayne

Interstate 696: Oakland and Macomb

Michigan 10: Detroit 70mph and Oakland

Michigan 14: Taylor

Michigan 39: Detroit 55mph

Michigan 53: Macomb

Michigan 59: Oakland

64 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 52. Detroit TSC M-10 Corridor (55mph Section) total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Detroit TSC M-10 Corridor (55mph Section) 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 65 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 53. Oakland County M-10 Corridor (70mph Section) total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Oakland County M-10 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 $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 66 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 54. Metro Region M-10 northbound Chapter 4 US-24/TELEGRAPH RD

I-696/WALTER P REUTHER …

LAHSER RD

10 MILE RD/EVERGREEN RD

Southfiel Fwy Interchange SOUTHFIELD FWY

NORTHLAND DR

8 MILE RD

GREENFIELD RD

7 MILE RD

MEYERS RD

WYOMING ST

LIVERNOIS AVE

LINWOOD ST

Davison Fwy Interchange DAVISON FWY

GLENDALE ST

WEBB ST/ELMHURST ST

CHICAGO BLVD/HAMILTON …

CLAIRMOUNT ST

PALLISTER ST/SEWARD ST

GRAND BLVD/MILWAUKEE ST

I-94/EDSEL FORD FWY I-94 Interchange

FOREST AVE

GRAND RIVER AVE

I-75/FISHER FWY/BAGLEY ST

HOWARD ST 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) NB

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 67 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 55. Metro Region M-10 southbound Chapter 4 SB

US-24/TELEGRAPH RD

I-696/WALTER P REUTHER …

LAHSER RD

10 MILE RD/EVERGREEN RD

9 MILE RD

Southfiel Fwy Interchange SOUTHFIELD FWY

NORTHLAND DR

8 MILE RD

GREENFIELD RD

7 MILE RD

MEYERS RD

WYOMING ST

LIVERNOIS AVE

LINWOOD ST

Davison Fwy Interchange DAVISON FWY

GLENDALE ST

WEBB ST/ELMHURST ST

CHICAGO BLVD/HAMILTON …

CLAIRMOUNT ST

GRAND BLVD/MILWAUKEE ST

I-94 Interchange I-94/EDSEL FORD FWY

FOREST AVE

GRAND RIVER AVE

I-75/FISHER FWY/BAGLEY ST

HOWARD ST

JEFFERSON AVE 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 68 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Figure 56. Travel time reliability: M-10

Auburn Hills

Troy

Sterling Heights

Brighton Warren

Novi Segment 1 Lake St Clair

Livonia Segment 2 Detroit Canton Ann Arbor

Taylor

69 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 57. Segment 1- M-10 between I-94/Edsel Ford Fwy and US-24/Telegraph Rd Chapter 4

Northbound Travel Times Avg 75th % 95th % 40.0

35.0

30.0

25.0

20.0 Minutes 15.0

10.0

5.0

Southbound Travel Times Avg 75th % 95th % 40.0

35.0

30.0

25.0

20.0 Minutes 15.0

10.0

5.0

70 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 58. Segment 2- M-10 between M-1/Woodward Ave and I-94/Edsel Ford Fwy Chapter 4

Northbound Travel Times Avg 75th % 95th % 14.0

12.0

10.0

8.0

Minutes 6.0

4.0

2.0

Southbound Travel Times Avg 75th % 95th % 14.0

12.0

10.0

8.0

Minutes 6.0

4.0

2.0

71 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Interstate 75: Taylor, Detroit 55mph, and Oakland

Interstate 94: Taylor, Detroit 55mph, and Macomb

Interstate 96: Oakland, Taylor, and Detroit Plus Local

Interstate 275: Wayne

Interstate 696: Oakland and Macomb

Michigan 10: Detroit 70mph and Oakland

Michigan 14: Taylor

Michigan 39: Detroit 55mph

Michigan 53: Macomb

Michigan 59: Oakland

72 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 59. Taylor TSC M-14 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Taylor TSC M-14 Corridor User Delay Cost Total User Delay Cost

2012-14 Avg. Recurring 2012-14 Avg. Non-Recurring 2015 Recurring 2015 Non-Recurring $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 73 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 60. Metro Region M-14 eastbound Chapter 4

I-275

Sheldon Rd/Exit 20

Beck Rd/Exit 18 70 68 66 64 62 60 58 56 54 52 50 48 Average Speed (mph) EB

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 74 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 61. Metro Region M-14 westbound Chapter 4 WB

I-275

Sheldon Rd/Exit 20

Beck Rd/Exit 18 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 75 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Interstate 75: Taylor, Detroit 55mph, and Oakland

Interstate 94: Taylor, Detroit 55mph, and Macomb

Interstate 96: Oakland, Taylor, and Detroit Plus Local

Interstate 275: Wayne

Interstate 696: Oakland and Macomb

Michigan 10: Detroit 70mph and Oakland

Michigan 14: Taylor

Michigan 39: Detroit 55mph

Michigan 53: Macomb

Michigan 59: Oakland

76 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 61. Detroit TSC M-39 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Detroit TSC M-39 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 77 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 62. Metro Region M-39 northbound Chapter 4 SOUTHFIELD RD

M-10 Interchange M-10/JOHN C LODGE FWY

8 MILE RD/EXIT 15

7 MILE RD/EXIT 14

MCNICHOLS RD/EXIT 13

GRAND RIVER AVE/EXIT 12

SCHOOLCRAFT/EXIT 11

I-96/EXIT 11 I-96 Interchange

PLYMOUTH RD/EXIT 10

JOY RD/EXIT 9

WARREN AVE/EXIT 8

FORD RD/EXIT 7

MICHIGAN AVE/EXIT 6 Michigan Ave Interchange

ROTUNDA DR/EXIT 5

OAKWOOD BLVD/EXIT 4

OUTER DR/EXIT 3

I-94/VAN BORN RD/EXIT 1 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30

Average Speed (mph) NB

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 78 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 63. Metro Region M-39 southbound Chapter 4 SB

SOUTHFIELD RD

M-10/JOHN C LODGE FWY M-10 Interchange

8 MILE RD/EXIT 15

7 MILE RD/EXIT 14

MCNICHOLS RD/EXIT 13

GRAND RIVER AVE/EXIT 12

SCHOOLCRAFT/EXIT 11

I-96 Interchange I-96/EXIT 11

PLYMOUTH RD/EXIT 10

JOY RD/EXIT 9

WARREN AVE/EXIT 8

FORD RD/EXIT 7

MICHIGAN AVE/EXIT 6 Michigan Ave Interchange

ROTUNDA DR/EXIT 5

OAKWOOD BLVD/EXIT 4

OUTER DR/EXIT 3

I-94/VAN BORN RD/EXIT 1 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 Average Speed (mph)

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 79 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Auburn Hills

Figure 64. Travel time reliability: M-39 Troy Sterling Heights

Brighton Warren

Novi Lake St Clair Segment 2

Livonia

Detroit Canton Segment 1 Ann Arbor

Taylor

80 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 65. Segment 1- M-39 between I-94/Van Born Rd and I-96 Chapter 4

Northbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

Southbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

81 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 66. Segment 2- M-39 between I-96 and Southfield Rd Chapter 4

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

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

> CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Interstate 75: Taylor, Detroit 55mph, and Oakland

Interstate 94: Taylor, Detroit 55mph, and Macomb

Interstate 96: Oakland, Taylor, and Detroit Plus Local

Interstate 275: Wayne

Interstate 696: Oakland and Macomb

Michigan 10: Detroit 70mph and Oakland

Michigan 14: Taylor

Michigan 39: Detroit 55mph

Michigan 53: Macomb

Michigan 59: Oakland

84 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 67. Macomb County M-53 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Macomb County M-53 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 $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 85 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 68. Metro Region M-53 eastbound Chapter 4 VAN DYKE RD

26 Mile Rd Interchange 26 MILE RD

23 MILE RD 23 Mile Rd Interchange

M-59 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 Average Speed (mph) EB

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 86 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 69. Metro Region M-53 westbound Chapter 4 WB

26 MILE RD

23 MILE RD 23 Mile Rd Interchange

M-59 Interchange M-59

VAN DYKE AVE 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 Average Speed (mph)

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 87 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Figure 70. Travel time reliability: M-53

Segment 1 Auburn Hills

Troy

Sterling Heights

Brighton Warren

Novi Lake St Clair

Livonia

Detroit Canton Ann Arbor

Taylor

88 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 71. Segment 1- M-53 Chapter 4

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

89 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Interstate 75: Taylor, Detroit 55mph, and Oakland

Interstate 94: Taylor, Detroit 55mph, and Macomb

Interstate 96: Oakland, Taylor, and Detroit Plus Local

Interstate 275: Wayne

Interstate 696: Oakland and Macomb

Michigan 10: Detroit 70mph and Oakland

Michigan 14: Taylor

Michigan 39: Detroit 55mph

Michigan 53: Macomb

Michigan 59: Oakland

90 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 72. Oakland County M-59 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Oakland County M-59 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 $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 91 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 73. Metro Region M-59 eastbound Chapter 4 MOUND RD/MERRILL RD

DEQUINDRE RD

M-150 Interchange M-150

Crooks Rd Interchange CROOKS RD

ADAMS RD

I-75 I-75 Interchange

OPDYKE RD 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 Average Speed (mph) EB

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 92 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 74. Metro Region M-59 westbound Chapter 4 WB

MOUND RD/MERRILL RD

DEQUINDRE RD

M-150 Interchange M-150

Crooks Rd Interchange CROOKS RD

ADAMS RD

I-75 I-75 Interchange

OPDYKE RD 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 Average Speed (mph)

3 Yr Avg AM Peak 3 Yr Avg PM Peak 2015 AM Peak 2015 PM Peak 93 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Chapter 4

Figure 75. Travel time reliability: M-59

Auburn Hills Segment 1

Troy

Sterling Heights

Brighton Warren

Novi Lake St Clair

Livonia

Detroit Canton Ann Arbor

Taylor

94 > CONGESTION & MOBILITY REPORT > Freeway Performance Measures

Figure 76. Segment 1- M-59 between Van Dyke Ave and MLK Jr Blvd Chapter 4

Westbound Travel Times Avg 75th % 95th % 45.0

40.0

35.0

30.0

25.0

Minutes 20.0

15.0

10.0

5.0

Eastbound Travel Times Avg 75th % 95th % 45.0

40.0

35.0

30.0

25.0

Minutes 20.0

15.0

10.0

5.0