2016 Freeway Congestion & Reliabliity Report-Metro Region

2016 Freeway Congestion & Reliability Report

MACOMB Chapter 4 OAKLAND METRO

REGION WAYNE SUMMARY

Contents

Performance Measures Definitions...... 1 Regional Congestion Severity...... 3 Regional Congestion Miles by Severity...... 7 Ranked UDC by Location...... 8 Mobility Measures: I-75 Corridor...... 10 Mobility Measures: I-94 Corridor...... 22 Mobility Measures: I-96 Corridor...... 34 Mobility Measures: I-275 Corridor...... 48 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

> FREEWAY CONGESTION & RELIABILITY 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 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), mod- 6.0 erate (>= 35 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 4 Performance Measures ACTUALDefinitions SPEED

Northbound Travel Times Avg 75th % 95th % 16.0

14.0

12.0 Small di erence Large di erence between average between average 10.0 and 95th percentile and 95th percentile travel times travel times 8.0 Minutes 6.0

4.0

2.0 Reliable Unreliable

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 Metro Region AM peak congestion severity northbound/eastbound Chapter 4

2016 Metro Region AM Peak Congestion Severity 4 Northbound/Eastbound

¦¨§75 ¦¨§94

59 53

¦¨§696 ¦¨§96

14 ¦¨§96

¦¨§275

2016 Congestion Severity Severe Moderate ¦¨§94 Low

¦¨§75

3 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 2. 2016 Metro Region PM peak congestion severity northbound/eastbound Chapter 4

2016 Metro Region PM Peak Congestion Severity 4 Northbound/Eastbound

¦¨§75 ¦¨§94

59 53

¦¨§696 ¦¨§96

14 ¦¨§96

¦¨§275

2016 Congestion Severity Severe Moderate ¦¨§94 Low

¦¨§75

4 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 3. 2016 Metro Region AM peak congestion severity southbound/westbound Chapter 4

2016 Metro Region AM Peak Congestion Severity 4 Southbound/Westbound

¦¨§75 ¦¨§94

59 53

¦¨§696 ¦¨§96 10

14 ¦¨§96

¦¨§275

2016 Congestion Severity Severe Moderate ¦¨§94 Low

¦¨§75

5 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 4. Figure 2. 2016 Metro Region congestion severity southbound/westbound Chapter 4

2016 Metro Region PM Peak Congestion Severity 4 Southbound/Westbound

¦¨§75 ¦¨§94

59 53

¦¨§696 ¦¨§96 10

14 ¦¨§96

¦¨§275

2016 Congestion Severity Severe Moderate ¦¨§94 Low

¦¨§75

6 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4

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 4 Table 3. 2016 Metro Region UDC Data 2012-2015 Average 2016 Rank UDC Per Mile Location (Route, County) Rank UDC Per Mile Location (Route, County) 1 $2,355,000 I-696 Oakland Co. 1 $2,625,000 I-696 Oakland Co. 2 $1,161,000 I-94 (55mph) Detroit TSC 2 $1,514,000 I-94 (55mph) Detroit TSC 3 $1,000,000 I-75 (55mph) Detroit TSC 3 $1,168,000 I-75 (55mph) Detroit TSC 4 $893,000 I-96 plus Local Detroit TSC 4 $958,000 I-96 Oakland Co. 5 $764,000 I-96 Taylor TSC 5 $865,000 M-39 (55mph) Detroit TSC 6 $763,000 I-96 Oakland Co. 6 $842,000 I-75 Oakland Co. 7 $656,000 I-75 Oakland Co. 7 $733,000 I-96 plus Local Detroit TSC 8 $654,000 M-39 (55mph) Detroit TSC 8 $662,000 I-96 Taylor TSC 9 $582,000 M-10 Oakland Co. (70 mph section) 9 $632,000 M-59 Oakland Co. (70 mph section) 10 $579,000 M-59 Oakland Co. (70 mph section) 10 $471,000 M-10 (55mph) Detroit TSC 11 $518,000 M-10 (55mph) Detroit TSC 11 $459,000 I-94 Taylor TSC 12 $438,000 I-94 Taylor TSC 12 $391,000 M-10 Oakland Co. (70 mph section) 13 $401,000 M-14 Taylor TSC 13 $324,000 I-696 Macomb Co. 14 $345,000 I-75 Taylor TSC 14 $255,000 I-94 Macomb Co. 15 $325,000 I-275 Wayne Co. 15 $253,000 I-275 Wayne Co. 16 $310,000 I-696 Macomb Co. 16 $220,000 I-75 Taylor TSC 17 $310,000 I-94 Macomb Co. 17 $187,000 M-14 Taylor TSC 18 $306,000 M-53 Macomb Co. (70 mph section) 18 $184,000 M-53 Macomb Co. (70 mph section)

2012-2015 Average 2016 Total Total Rank Location (Route, County) Rank Location (Route, County) UDC UDC 1 $60,343,000 I-75 Oakland Co. 1 $77,465,000 I-75 Oakland Co. 2 $47,105,000 I-696 Oakland Co. 2 $52,509,000 I-696 Oakland Co. 3 $37,153,000 I-94 (55mph) Detroit TSC 3 $48,460,000 I-94 (55mph) Detroit TSC 4 $34,837,000 I-96 plus Local Detroit TSC 4 $38,832,000 I-75 (55mph) Detroit TSC 5 $33,275,000 I-75 (55mph) Detroit TSC 5 $32,715,000 I-96 Oakland Co. 6 $26,048,000 I-96 Oakland Co. 6 $28,602,000 I-96 plus Local Detroit TSC 7 $19,722,000 I-94 Taylor TSC 7 $24,230,000 M-39 (55mph) Detroit TSC 8 $19,242,000 I-94 Macomb Co. 8 $20,664,000 I-94 Taylor TSC 9 $18,305,000 M-39 (55mph) Detroit TSC 9 $15,815,000 I-94 Macomb Co. 10 $17,646,000 I-96 Taylor TSC 10 $15,293,000 I-96 Taylor TSC 11 $14,628,000 I-275 Wayne Co. 11 $14,895,000 I-696 Macomb Co. 12 $14,281,000 I-696 Macomb Co. 12 $12,012,000 M-59 Oakland Co. (70 mph section) 13 $13,099,000 M-10 (55mph) Detroit TSC 13 $11,916,000 M-10 (55mph) Detroit TSC 14 $11,050,000 I-75 Taylor TSC 14 $11,366,000 I-275 Wayne Co. 15 $10,992,000 M-59 Oakland Co. (70 mph section) 15 $7,055,000 I-75 Taylor TSC 16 $6,404,000 M-10 Oakland Co. (70 mph section) 16 $4,303,000 M-10 Oakland Co. (70 mph section) 17 $6,014,000 M-14 Taylor TSC 17 $3,505,000 M-53 Macomb Co. (70 mph section) 18 $5,807,000 M-53 Macomb Co. (70 mph section) 18 $2,811,000 M-14 Taylor TSC Total = $395,951,000 Total = $422,448,000

Note: Minor differences may occur due to rounding.

8 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4

Metro Region Freeway User Delay Costs $600,000,000

$495,105,000 $500,000,000

$432,290,000 $400,000,000 $422,448,000

$300,000,000 $349,176,000 $307,231,000 Totals

User Delay Costs $200,000,000

$100,000,000

$0 2012 2013 2014 2015 2016 Year

9 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures Chapter 4 Corridor 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

10 > FREEWAY CONGESTION & RELIABILITY 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 2012-2015 Average Total User Delay Cost 2016 Total 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 11 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 6. Detroit TSC I-75 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Detroit TSC I-75 Corridor (55mph) User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $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

12 > FREEWAY CONGESTION & RELIABILITY 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 2012-2015 Average Total User Delay Cost 2016 Total User Delay Cost $10,000,000

$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 13 > FREEWAY CONGESTION & RELIABILITY 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 Interchange CHRYSLER DR/EXIT 78 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 I-94 Interchange CLAY ST/EXIT 54 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 US-24/Telegraph Rd EUREKA RD/EXIT 36 US-24/TELEGRAPH RD/EXIT 35 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… 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

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 14 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 9. Metro Region I-75 southbound Chapter

SB 4

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 M-59 Interchange CHRYSLER DR/EXIT 78 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 I-94 Interchange CLAY ST/EXIT 54 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 US-24/Telegraph Rd EUREKA RD/EXIT 36 US-24/TELEGRAPH RD/EXIT 35 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) 4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 15 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4 Travel Time Reliability 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

16 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 11. Segment 1- I-75 between I-275/Exit 20 and M-39/Southfield Rd/Exit 41 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 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

Southbound Travel Times Avg 75th % 95th % 30.0

25.0

20.0

15.0 Minutes

10.0

5.0

17 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 12. Segment 2- I-75 between M-39/Southfield Rd/Exit 41 and I-75/Chrysler Fwy/Exit 5 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

18 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 13. Segment 3- I-75 between I-696/Exit 61 and I-75/Chrysler Fwy/Exit 51 Chapter 4

Northbound Travel Times Avg 75th % 95th % 45.0

40.0

35.0

30.0

25.0

20.0 Minutes

15.0

10.0

5.0

Southbound Travel Times Avg 75th % 95th % 45.0

40.0

35.0

30.0

25.0

20.0 Minutes

15.0

10.0

5.0

Figure 14. Segment 4- I-75 between I-696/Exit 61 and M-59/Exit 77 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

20 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 15. Segment 5- I-75 between US-24/Dixie Hwy/Exit 93 and M-59/Exit 77 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

21 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures Chapter 4 Corridor 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

22 > FREEWAY CONGESTION & RELIABILITY 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 2012-2015 Average Total User Delay Cost 2016 Total 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 23 > FREEWAY CONGESTION & RELIABILITY 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 2012-2015 Average User Delay Cost 2016 User Delay Cost $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

24 > FREEWAY CONGESTION & RELIABILITY 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 2012-2015 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 25 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 19. Metro Region I-94 eastbound Chapter 4

DIVISION RD/FRED MOORE/EXIT 257 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 240 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 Interchange 12 MILE RD/EXIT 230 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 Interchange EDSEL FORD FWY/EXIT 215 M-10/JOHN C LODGE FWY/EXIT 215 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 210 ROTUNDA DR/EXIT 209 SCHAEFER HWY/EXIT 208 GREENFIELD RD/EXIT 208 OAKWOOD BLVD/EXIT 206 M-39/SOUTHFIELD FWY/EXIT 204 US-24/Telegraph Rd PELHAM RD/EXIT 204 US-24/TELEGRAPH RD/EXIT 202 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

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 26 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 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 240 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 Interchange 12 MILE RD/EXIT 230 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 Interchange EDSEL FORD FWY/EXIT 215 M-10/JOHN C LODGE FWY/EXIT 215 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 210 ROTUNDA DR/EXIT 209 SCHAEFER HWY/EXIT 208 GREENFIELD RD/EXIT 208 OAKWOOD BLVD/EXIT 206 M-39/SOUTHFIELD FWY/EXIT 204 US-24/Telegraph Rd PELHAM RD/EXIT 204 US-24/TELEGRAPH RD/EXIT 202 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 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)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 27 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4 Travel Time Reliability

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

28 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 22. Segment 1- I-94 between I-275/Exit 194 and M-39/Southfield Fwy/Exit 204 Chapter 4 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

29 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 23. Segment 2- I-94 between M-39/Southfield Fwy/Exit 204 and M-10/John C Lodge Chapter 4 Fwy/Exit 215

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

30 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 24. Segment 3- I-94 between M-10/John C Lodge Fwy/Exit 215 and I-696/11 Mile Rd/Exit 229 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

31 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 25. Segment 4- I-94 between I-696/11 Mile Rd/Exit 229 and William P Rosso Hwy/ Chapter 4 Exit 240

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 4 Corridor 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

34 > FREEWAY CONGESTION & RELIABILITY 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 2012-2015 Average Total User Delay Cost 2016 Total User Delay Cost $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 > FREEWAY CONGESTION & RELIABILITY 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 2012-2015 Average Total User Delay Cost 2016 Total 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

36 > FREEWAY CONGESTION & RELIABILITY 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 2012-2015 Average User Delay Cost 2016 User Delay Cost $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

37 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

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

MYRTLE ST/ML KING BLVD/EXIT 191

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 180

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

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 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 38 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

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

MYRTLE ST/ML KING BLVD/EXIT 191

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 180

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 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

KENSINGTON RD/EXIT 151 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 39 > FREEWAY CONGESTION & RELIABILITY 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 Interchange M-5/GRAND RIVER AVE/EXIT 185

Greenfield Rd Interchange GREENFIELD RD/EXIT 184

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

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 40 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 32. Metro Region I-96 local westbound

WB Chapter 4

I-96/JEFFRIES FWY (EAST)

DAVISON W/EXIT 186

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

Greenfield Rd Interchange GREENFIELD RD/EXIT 184

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

EVERGREEN AVE/EVERGREEN RD/EXIT 182

I-96/JEFFRIES FWY (WEST) 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 41 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4 Travel Time Reliability Figure 33. Travel time reliability: I-96

Auburn Hills

Troy

Sterling Heights Segment 1 Brighton Warren

Novi

Segment 2

Livonia Segment 3 Detroit Canton Segment 4 Ann Arbor

Taylor

42 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 34. Segment 1- I-96 between US-23/Exit 148 and I-696/M-5/Exit 165 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

43 > FREEWAY CONGESTION & RELIABILITY 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

44 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 36. Segment 3- I-96 between I-96/Local/M-39/Exit 183 and I-275/M-14 Chapter 4 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

45 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 37. Segment 4- I-96 between I-75 and I-96/Local/M-39/Exit 183 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

> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures Chapter 4 Corridor 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

48 > FREEWAY CONGESTION & RELIABILITY 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 2012-2015 Average Total User Delay Cost 2016 Total User Delay Cost $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 49 > FREEWAY CONGESTION & RELIABILITY 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 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 Interchange I-94/EXIT 17

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

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 50 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 40. Metro Region I-275 southbound

SB 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 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 Interchange I-94/EXIT 17

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)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 51 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4

TravelAuburn Hills Time

Troy ReliabilitySterling Heights Figure 41. Travel time reliability: I-275

Brighton Warren

Novi Lake

Livonia

er Canton Ann Arbor ege 1

Taylor

52 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 42. Segment 1- I-275 between I-94/Exit 1 and I-96/M-14/Exit 29 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

53 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures Chapter 4 Corridor 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 43. 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 2012-2015 Average Total User Delay Cost 2016 Total User Delay Cost $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 55 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 44. 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 2012-2015 Average User Delay Cost 2016 User Delay Cost $2,000,000

$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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 45. Metro Region I-696 eastbound

I-94 Chapter 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 16

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 Interchange M-10/JOHN C LODGE FWY/EXIT 8

ORCHARD LAKE RD/EXIT 5

I-96/I-275/M-5/EXIT 1 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 57 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 46. 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 Interchange I-75/EXIT 18

10 MILE RD/EXIT 17

M-1/WOODWARD AVE/EXIT 16

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 Interchange M-10/JOHN C LODGE FWY/EXIT 8

ORCHARD LAKE RD/EXIT 5

I-96/I-275/M-5/EXIT 1 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 58 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4 Travel Time Reliability

Figure 47. Travel time reliability: I-696

Auburn Hills

Troy

Sterling Heights hton Segment 1 Segment 2 Warren

Novi Segment 3 Lake St Clair

Livonia

Detroit Canton Ann Arbor

Taylor

59 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 48. Segment 1- I-696 between M-10/Exit 10 and I-96/I-275/M-5/Exit 1 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 49. Segment 2- I-696 between M-10/John C Lodge Fwy/Exit 8 and I-75/Exit 18 Chapter 4

Westbound 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

Eastbound 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

61 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 50. Segment 3- I-696 between I-94 and I-75/Exit 18 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

> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures Chapter 4 Corridor 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 51. Detroit TSC M-10 Corridor total user delay cost Chapter 4

MACOMB

OAKLAND

WAYNE 4

Detroit TSC M-10 Corridor (55mph Section) User Delay Cost Total User Delay Cost 2012-2015 Average User Delay Cost 2016 User Delay Cost $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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 52. Metro Region M-10 northbound Chapter 4 US-24/TELEGRAPH RD

I-696/WALTER P REUTHER FWY

LAHSER RD

10 MILE RD/EVERGREEN RD Southfield 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 AVE

CLAIRMOUNT ST

PALLISTER ST/SEWARD 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 69 67 65 63 61 59 57 55 53 51 49 47 45 43 41 39 37 35 33 31 29 27 25 Average Speed (mph) NB

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 66 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 53. Metro Region M-10 southbound

SB Chapter 4 US-24/TELEGRAPH RD

I-696/WALTER P REUTHER FWY

LAHSER RD

10 MILE RD/EVERGREEN RD

9 MILE RD Southfield 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 AVE

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)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 67 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4 Travel Time Reliability

Figure 54. Travel time reliability: M-10

Auburn Hills

Troy

Sterling Heights hton Warren

Novi Segment 1 Lake St Clair

Livonia Segment 2 Detroit Canton Ann Arbor

Taylor

68 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 55. Segment 1- M-10 betweenI-94/Edsel Ford Fwy and US-24/Telegraph Rd Chapter 4

Northbound Travel Times Avg 75th % 95th % 45.0

40.0

35.0

30.0

25.0

20.0 Minutes

15.0

10.0

5.0

Southbound Travel Times Avg 75th % 95th % 45.0

40.0

35.0

30.0

25.0

20.0 Minutes

15.0

10.0

5.0

69 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 56. Segment 2- M-10 between M-1/Woodward Ave and I-94/Edsel Ford Fwy Chapter 4

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

> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures Chapter 4 Corridor 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 57. 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 2012-2015 Average Total User Delay Cost 2016 Total User Delay Cost $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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 58. Metro Region M-14 eastbound Chapter 4 I-275 I-275 Interchange

Sheldon Road Interchange SHELDON RD/EXIT 20

Beck Road Interchange BECK RD/EXIT 18 69 67 65 63 61 59 57 55 53 51 49 47 45 43 41 39 37 35 Average Speed (mph) EB

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 59. Metro Region M-14 westbound Chapter 4 WB

Sheldon Road Interchange SHELDON RD/EXIT 20

Beck Road Interchange BECK RD/EXIT 18

GOTFREDSON RD/EXIT 15 69 67 65 63 61 59 57 55 53 51 49 47 45 43 41 39 37 35 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 4 Corridor 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 60. 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 2012-2015 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 77 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 61. Metro Region M-39 northbound Chapter 4 NB

I-94/VAN BORN RD/EXIT 1

OUTER DR/EXIT 3

OAKWOOD BLVD/EXIT 4

ROTUNDA DR/EXIT 5

Michigan Ave MICHIGAN AVE/EXIT 6 Interchange

FORD RD/EXIT 7

WARREN AVE/EXIT 8

JOY RD/EXIT 9

PLYMOUTH RD/EXIT 10

I-96 Interchange I-96/EXIT 11

SCHOOLCRAFT/EXIT 11

GRAND RIVER AVE/EXIT 12

MCNICHOLS RD/EXIT 13

7 MILE RD/EXIT 14

8 MILE RD/EXIT 15

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

SOUTHFIELD RD 29 27 25 23 21 19 17 15 59 57 55 53 51 49 47 45 43 41 39 37 35 33 31

Average Speed (mph)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 78 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 62. Metro Region M-39 southbound Chapter 4 I-94/VAN BORN RD/EXIT 1

OUTER DR/EXIT 3

OAKWOOD BLVD/EXIT 4

ROTUNDA DR/EXIT 5

Michigan Ave Interchange MICHIGAN AVE/EXIT 6

FORD RD/EXIT 7

WARREN AVE/EXIT 8

JOY RD/EXIT 9

PLYMOUTH RD/EXIT 10

I-96 Interchange I-96/EXIT 11

SCHOOLCRAFT/EXIT 11

GRAND RIVER AVE/EXIT 12

MCNICHOLS RD/EXIT 13

7 MILE RD/EXIT 14

8 MILE RD/EXIT 15

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

SOUTHFIELD RD 59 57 55 53 51 49 47 45 43 41 39 37 35 25 23 21 19 17 15 33 31 29 27

Average Speed (mph) SB

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 79 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4 Travel Time ReliabilityAuburn Hills Figure 63. Travel time reliability: M-39 Troy Sterling Heights

Brighton Warren

Novi Lake St C Segment 2

Livonia

Detroit Canton Segment 1 Ann Arbor

Taylor

80 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 64. Segment 1- M-39 between I-94/Van Born Rd/Exit and I-96/Exit 11 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 65. Segment 2- M-39 between I-96/Exit 11 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

> FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures Chapter 4 Corridor 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 66. 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 2012-2015 Average User Delay Cost 2016 User Delay Cost $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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 67. Metro Region M-53 eastbound Chapter 4 VAN DYKE RD

26 Mile Rd Interchange 26 MILE RD

23 Mile Rd Interchange 23 MILE RD

M-59 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 86 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 68. Metro Region M-53 westbound Chapter 4 WB

26 MILE RD

23 Mile Rd Interchange 23 MILE RD

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)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 87 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4 Travel Time Reliability Figure 69. 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 70. 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures Chapter 4 Corridor 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 71. 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 2012-2015 Average Total User Delay Cost 2016 Total 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 91 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 72. 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 Interchange I-75

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

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 92 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 73. Metro Region M-59 westbound

WB Chapter 4

MOUND RD/MERRILL RD

DEQUINDRE RD

M-150 Interchange M-150

Crooks Rd Interchange CROOKS RD

ADAMS RD

I-75 Interchange I-75

OPDYKE RD 70 68 66 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 Average Speed (mph)

4 Yr Avg AM Peak 4 Yr Avg PM Peak 2016 AM Peak 2016 PM Peak 93 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Chapter 4 Travel Time Reliability Figure 74. 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 > FREEWAY CONGESTION & RELIABILITY REPORT > Freeway Performance Measures

Figure 75. 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

20.0 Minutes

15.0

10.0

5.0

Eastbound Travel Times Avg 75th % 95th % 45.0

40.0

35.0

30.0

25.0

20.0 Minutes

15.0

10.0

5.0