St. Louis District MobilityMobility Snapshot Freeway Mobility Freeway Average 24 hour Volumes July 2013 July 2014 Increase of 3.6 % Major Incidents June 2014: 7 July 2014: 1 2013 Avg.

July 2014

St. Louis District Mobility

Gateway Guide

Transportation Management Center

ZONING IN

TMS Work Zones

♦ July 2013: 358

♦ July 2014: 479

Work Zone breakdown:

♦ Major: 4 – 1.2%

♦ Moderate: 1 – 0.4%

♦ Minor: 310 – 98.4%

Work zone crashes: 6

GuidePost

Freeway mobility Improved overall

compared to June consistent with

the just over 1% decrease in the

average 24 hour volume

Freeway Volumes leveled off for

the year after peaking last month

but Still remain higher than last

year by over 3%

Arterial travel times remained

fairly steady with some minor

improvements along NB Route

141 in the PM and in the SB

direction between I-64 and I-44

US 67 in the NB AM improved

between I-64 and Mo 340 but

declined in the SB AM between I-

44 and Mo 30. PM mobility

remains low between I-70 and

Route AC (New halls Ferry Road)

in both directions

Average incident Lane clearance

decreased significantly

Mobility Snapshot

Freeway Mobility

Minor Improvements in Both AM and PM

Freeway Average 24 hour Volumes

July 2013 July 2014

Increase of 3.6 %

Major Incidents

June 2014: 7 July 2014: 1

2013 Avg. 6.3 2014 Avg. 5.4

Average Incident Duration June July

Lane Clearance: 25:35 21:51

Incident Clearance: 26:24 22:01

(Min: sec)

Major Impact Work Zones

June 4 July 4

Moderate Impact Work Zones

June 0 July 1

Year to Year Mobility Comparison:

July 2013 July 2014

Major impact WZ: Increased

Moderate impact WZ: Increased

Major incidents: Improved

Freeway Mobility: Improved

Trending UP

Poplar Street Bridge Interchange

reconstruction began in July, which will

eventually improve mobility near the PSB.

Work Zones

2

*Impact Levels described in Data Key

SL District Inspections:

♦ Jun 2014: 25%

♦ Jul 2014: 31%

♦ Goal: 50%

SL Mobility Rating:

♦ Jun 2014: 94%

♦ Jul 2014: 97%

♦ Goal: 91%

Visibility levels:

♦ Jun 2014: 87%

♦ Jul 2014: 84%

♦ Goal: 91%

Major Impact (15 Minutes or Above Additional Travel Time

7/11 (Friday) PM Eastbound I-44 from Memorial Drive to Washington Avenue – Full Closure

Full closure for Park Over the Highway work

18 minutes additional travel time experienced

All mitigation efforts were in full use

7/12 (Saturday) AM Eastbound I-44 from Memorial Drive to Washington Avenue – Full Closure

Full closure for Park Over the Highway work

30 minutes additional travel time experienced

All mitigation efforts were in full use

7/12 (Saturday) PM Eastbound I-64 at Kingshighway – Two Left Lanes Closed

Paving operation with lane shifts

18 minutes additional travel time experienced for initial setup

All mitigation efforts were in full use

7/19 (Saturday) PM Eastbound I-64 at Kingshighway – Two Left Lanes Closed

Paving operation with lane shifts

18 minutes additional travel time experienced for initial setup

All mitigation efforts were in full use Moderate Impact (10-14 Minutes Additional Travel Time) 7/31 (Thursday) PM Eastbound I-64 at Kingshighway – Two Left Lanes Closed

Paving operation with lane shifts

10 minutes additional travel time experienced for initial setup

All mitigation efforts were in full use

TMC Observed Work Zones July 2014

Level of Travel Time Impact Number of Work Zones

Major Impact 4

Moderate Impact 1

Minor Impact 310

Total 315

Work Zones

3

Work Zone Related Crashes With Mobility Impact 7/2 (Wednesday) AM Eastbound I-64 at Boone Bridge – Two Right Lanes Closed

A single vehicle rollover crash during morning rush

45 minutes of additional travel time experienced

All work zone temporary traffic control was in place

7/7 (Monday) AM Eastbound I-64 before Vandeventer Avenue – All Lanes Open

Overturned contractor dump truck

Caused debris to scatter over all four driving lanes

6.5 mile queue to Big Bend Boulevard

All work zone temporary traffic control was in place Note: There was also one TMA Hit on July 25, 2014. It was clipped by a Tractor Trailer with no injuries. All vehicles were driven from scene with no impact on mobility.

Work Zones

4

Incident Management

5

Incident Management

6

Denotes Location of Major Impact Traffic Incidents

July 2014 Incidents Map

Number of Major Impact Incidents

June 2014 vs. July 2014 (7) (1)

Number of Fatal Incidents June 2014 vs. July 2014

(2) (0)

Number of Tractor Trailer Incidents June 2014 vs. July 2014

(40) (27)

Legend

Number of Incidents 1 2 3 4 5 6+ Incidents Crashes

EB I-64 before

Vandeventer

Avenue

Interstate

May

Jun

e

July

I-270 151 184 135I-64 114 114 127I-70 141 139 121

I-55 76 105 67

I-44 110 101 67

I-170 52 26 32

Mo-370 20 20 18

Mo-364 14 12 5

Total 678 701 572

Number of Incidents

Incident Management

7

Major Impact Traffic Incidents and Mitigation

7/7/2014 (Monday)

Time: 8:41 am – 12:16 pm

Location: St. Louis City – Eastbound I-64 before Vandeventer Avenue

Event: Two vehicle crash involving a contractor dump truck that spilled its load

Estimated Initial Impact: A contractor dump truck carrying bricks, lumber and assorted materials overturned during the crash spilling cargo across traffic lanes. 4 of 4 travel lanes affected.

Action: MoDOT Emergency Responders and MoDOT maintenance crews set up a work zone and Motorist Assist and Maintenance crews stabilized the travel lanes. A Bobcat was used to remove spilled cargo and a tow crane used to upright the tractor trailer. St. Louis City Police and EMS responded to the scene assisting with traffic control and treating the two injured. TMC posted incident notifications on highway boards in advance of the incident and posted a notification on the traveler information map. MoDOT’s Work Zone Coordinator was notified along with Community Relations who contacted and informed the media.

Result: All eastbound lanes were closed. Traffic was moving on the right shoulder with a queue to Big Bend Boulevard. Traffic returned to normal flow 12 minutes after the incident cleared.

Event Duration: 3 hours 35 minutes

Eastbound I-64 before

Vandeventer Avenue

Left

Shoulder

Lane 1 Lane 2 Lane 3 Lane 4 Right

Shoulder

Closed 3:23 3:23 3:23 3:23 2:27 0:04

Incident Management

8

Freeway Management

9

AM Peak Changes in July 2014 Mobility Improved Mobility Declined

*All weekdays are included in speed index calculation

B C

A

D

D

Freeway Management

10

Big Bend

Road

12

3

6

9

W/O

Woodlawn

12

3

6

9

Big Bend

Road

Freeway Management

11

Maryville

Centre

12

3

6

9

Maryville

Centre

12

3

6

9

W/O

Hampton Ave.

Freeway Management

12

PM Peak Changes in July 2014

Mobility Improved

*All weekdays are included in speed index calculation

A

A

C B

Freeway Management

13

12

3

6

9

Lindbergh

Blvd.

12

3

6

9

MO 340

Freeway Management

14

12

3

6

9

Maryville

Centre

Freeway Management

15

Readings from every detector on the interstates in the St. Louis District are used for this comparison. An average 24 hour volume value is determined for each route and direction per month. The average values are then combined for a total 24 hour volume. The values presented represent the number of vehicles on the district’s interstates on the average weekday for each month.

Arterial Management

16

New Arterial Travel Time Index

This is the fifth month attempting to report arterial travel times in a similar format to freeways. Data from MO Route 141 and US Route 67 are presented for in both the AM/PM peak for North and Southbound directions. An explanation of how this effort is being completed is included in the following paragraphs. Arterial mobility is measured by a travel time index, or TTI. The TTI for a segment of roadway over a peak period is calculated by dividing the average travel time by the expected travel time. The expected travel time is simply the length of the segment divided by the posted speed limit. Due to signalization of arterials, determining a true free flow speed is not practical. For this reason, the posted speed limit is used rather than the free flow speed. A value greater than 1.0 means the average travel time during the peak period is longer than the expected. Because arterial travel times are measured over a segment rather than at a point, the TTI charts display one index value for the entire segment. This means the TTI will be displayed as a straight line between measurement points rather than as a slope from one line to the next as shown on the freeway charts. The travel time indices being presented are the current month and the previous month. A comparison of the previous year will be added as soon as the information is available for analysis. Arterial mobility on MO Route 141 was introduced first, with US Route 67 the second of several instrumented arterial routes to be added in the future. Eventually, as more routes are added to the report, the arterial travel time index will be displayed on a color coded map similar to the freeway mobility map.

US Route 67

MO Route 141

Arterial Management

17

Arterial Management

18

Arterial Management

19

Arterial Management

20

Arterial Management

21

7/1 (Tuesday)

Location: Southbound I-170 ramp to Westbound MO 180

Event: Vehicle drove off of road into tree and shut ramp down

Time: 8:55 am – 10:17 am Total Time: 1 hour 22 minutes

Action: Signal at MO 180 @ I-170 was set to free to flush the traffic through. After the truck was

removed from the ditch, signal was set back to normal operation

Result: The adjustment moved traffic efficiently with no backups on either approach.

Vehicles were making illegal right turns from left turn lanes (but yielding to opposing left turn movement).

Arterial Management

22

Fair St. Louis Events

The City of St. Louis, St. Louis Metro Police Department, MoDOT, Forest Park Forever, Fair St. Louis and

Metro personnel met for several months to prepare for the July Fair St. Louis Events in Forest Park. The

group worked on a plan to mitigate traffic issues for the event including the interstates, major and minor

arterials and parking facilities. The city and MoDOT worked together on coordinating signals along multiple

corridors affecting ingress and egress over the three day event. The egress coordination plan was

implemented for testing Saturday morning June 28th at 5:30 a.m. The implementation went well with a few

fine-tuning adjustments that needed to be made. A traffic mitigation plan was also implemented that covered

the event dates and times from the open of the fair to the closing on July 5th with the fireworks.

Thursday July 3rd events:

The lane drop that was supposed to be on Forest Park Parkway (FPP) was incorrectly set up on Skinker

instead of FPP and the responsible traffic control company responded an hour later to correct the lane drop

issue. As a result, Skinker northbound traffic became congested and the AM plan (2/4/1) was implemented to

relieve congestion. The NB left turns on Kingshighway at Barnes Hospital and West Pine were eliminated at

3:00 p.m. to limit access into the park and to improve traffic progression on the corridor. Planned WB I-64

ramp closures at Hampton and Clayton/Skinker for the event were implemented between 3:30 p.m. and 4:30

p.m., at which time the SB left turn from Skinker to I-64 was eliminated to coincide with the on-ramp closure.

The traffic on Kingshighway and Skinker/McCausland was heavy between the hours of 3:30 - 5:30 p.m.,

which construed Thursday’s PM rush. As the PM rush was winding down, the signals at Kingshighway,

Hampton, and Skinker/Clayton were placed on the AM plan (2/4/1) to accommodate access into the park.

The signals at Kingshighway, Hampton, and Skinker/Clayton were switched over at 7:00 p.m. for the PM plan

(3/4/1) as traffic patterns switched from peak entry into the park to beginning to exit the park. The signals on

Lindell were switched over at 7:42 p.m. to the PM plan (3/1/1) (the normal plan was used vs. the egress plan

due to the planned lane drop not being deployed on WB I-64). The entry plan for I-44 WB off ramp at

Vandeventer was scaled back due to the lack of ramp traffic that was anticipated and the traffic queues on

Vandeventer. The fireworks ended at 10:18 p.m. and the exit from the park started. At 10:56 p.m. the signals

at Hampton and Skinker were switched to the exit plan (3/2/1) as traffic made it to the park exits to these

arterials. Full egress from the park completed at 11:22 p.m. and the egress traffic off of the arterial was done

at 11:45 p.m. and AM plan (2/4/1) was implemented for Kingshighway, Hampton, and Skinker/Clayton for

Friday’s events.

Arterial Management

23

Friday July 4th Events:

The command center opened at 08:40 a.m. and all city cameras started the day down due to a power outage

at Soldiers Memorial that caused the camera outage. The North/South arterials were already running AM

plan (2/4/1). The city camera system was back online and running at 10:00 a.m. The McCausland/Skinker

arterial had a large queue exiting from the parade at 12:02 p.m. therefore the arterial was placed on PM plan

(3/4/1). The inbound fair rush began at 7:26 p.m. The North/ South arterials were placed on AM plan (2/4/1),

which was able to hand the traffic volumes entering the fair. There was a gas main break discovered at 7:38

p.m. on SB Hampton @ West Park where one SB lane was temporarily closed until the work could be

postponed until overnight. The McClausland/Skinker arterial was placed on exit plan (3/2/1) due to heavy

pedestrian traffic at Forsyth at 9:11 p.m. The Kingshighway, Hampton and Forest Park Parkway arterials

were placed on exit plan (3/2/1) between 9:58 & 10:38 p.m. The fireworks show was on from 9:57 p.m. to

10:16 p.m. The Skinker/McClausland arterial egress was completed at 11:15 p.m. After the main park

egress, the Hampton arterial was placed on PM plan (3/4/1) to give more time to the NBL onto I-64 and less

delay for Oakland since the exiting traffic pattern switched from exiting the park to exiting via Oakland. Full

egress was completed at 11:39 p.m. and the North/South arterials were set to the AM plan (2/4/1).

Saturday July 5th Events:

The third day of the fair opened to the public at 12:00 p.m., at which time there was a heavy volume of

pedestrian traffic using the I-64 @ Hampton interchange, Skinker @ Lindell and Skinker @ Forsyth/Lagoon

where adjustments were made to accommodate the influx of pedestrians accessing the park via Metrolink.

The volume of traffic increased on the North/South arterials for fair entrance and the AM plan signal timing

was handling the traffic. The Kingshighway, Hampton and Forest Park Parkway arterials were placed on exit

plan (3/2/1) between 10:00 & 10:40 p.m. The fireworks show was from 10:00 p.m. to 10:21 p.m. The

Skinker/McClausland arterial egress was completed at 11:30 p.m.. After the park egress, the Hampton

arterial was placed on PM plan (3/4/1) to give more time to the NBL onto I-64 and less delay to Oakland

again. Full egress was completed by 11:30 p.m.

Conclusion:

The communication and cooperation between all agencies was highly effective in correcting glitches

and mitigating potential traffic related events during the Fair. The close coordination by all involved

helped traffic ingress and egress throughout this period resulting in a very successful holiday event.

Data Key

24

Level of Impact Additional Travel

Time Expected Mitigation Actions

Major (Red)

IAR Event

SEVERE DISTRESS

PRESENT

Return of roadway to free flow traffic is

Priority #1

15 minutes or above

TMC and field personnel

take all steps possible up to

and including removal of

lane closure to achieve free

flow threshold

Immediate Action Required

Supervisory mitigation

assistance is required using

the St. Louis District Work

Zone Resolution Ladder as

a tool to restore free flow

traffic threshold

Moderate (Yellow)

IAR Event

CAUTIONARY STAGE:

Action required by Field/ TMC to

prevent escalation to a major event

10 – 14 minutes

TMC increases driver

messaging. Field begins

efforts to restore free flow

traffic

TMC and field shall reach a

consensus on mitigation

success within 15 minutes

or less.

If a consensus cannot be

reached, mitigation should

be scaled upwards in

accordance with the St.

Louis District Work Zone

Resolution Ladder

Work Zones Whenever additional travel time is reported, this additional time shall be evaluated using this chart and adequate mitigation measures should begin within the parameters of this chart. TMC and field personnel are partners in the mitigation of traffic and notification of additional travel times should trigger the appropriate response from both parties. Chart is designed to be an additional travel time reference to establish parameters for gauging the travel impact through work zones and to provide guidance for taking mitigation actions. Travel times can be collected or reported via Blue Toad technology, field personnel, call reports, ITS, TMC cameras, etc. Major and Moderate impacts trigger an IAR (Immediate Action Required) event. IAR means work zone user and TMC partner together to take immediate actions to reduce or eliminate distress. During an IAR event mitigation procedures can range from increased driver notification up to and including removal of work zone. Additional mitigation procedures may require involvement of administration through use of the work zone resolution ladder. IAR event can be upgraded or downgraded as conditions change.

Data Key

25

Incident Levels

Major Impact Traffic Incident – Road closure > 2 hours Major traffic incidents are typically traffic incidents involving hazardous materials, fatal traffic crashes involving numerous vehicles, and other natural or man-made disasters. These traffic incidents typically involve closing all or part of a roadway facility for a period exceeding 2 hours. Moderate Impact Traffic Incident – Blocked travel lanes/closure 30 min – 2 hours Moderate traffic impact incidents typically affect travel lanes for a time period of 30 minutes to 2 hours, and usually require traffic control on the scene to divert road users past the blockage. Full roadway closures might be needed for short periods during traffic incident clearance to allow traffic incident responders to accomplish their tasks. Minor Impact Traffic Incident – Lane closures < 30 minutes Minor traffic incidents are typically disabled vehicles and minor crashes that result in lane closures of less than 30 minutes. On-scene responders are typically law enforcement and towing companies, and occasionally highway agency service patrol vehicles.

Definitions

511 – Gateway Guide’s phone line for automated call-in travel information in the St. Louis Metro Area

511 Floodgate Message – Road closure message sent from the TMC that is read at the beginning of a 511 call and posted to the banner on the website

ACTRA – Traffic signal management software program

Alert – Email message sent regarding an incident or event on the roadway

Arterial – Missouri State Highway Numbered Routes, not fully access controlled

Arterial Device – ITS equipment located along MoDOT arterials

Average Minutes per Mile – Number of minutes for a vehicle to travel one mile of roadway averaged over a section of roadway

BlueTOAD - a (Bluetooth Travel-time Origination and Destination) traffic monitoring system to collect high quality high density travel times by sampling a portion of actual travel times

Worst Time to Travel Clocks - The clocks found on the speed charts depict the progression of travel

speeds during the commute peak period at the worst congestion location along the route.

- For example, the clock on the left depicts conditions worsening at a particular location beginning at 6:30 a.m. with the slowest speeds between 7 a.m. and 8:15 a.m. Conditions improved at 8:45 a.m.

Data Key

26

DMS - Dynamic Message Signs along highway displaying incident and travel time information

Defined Sensor – A single sensor with an individual ID focused on a particular roadway; multiple defined sensors may be located at one physical sensor location

Driver messaging – Messages placed on DMS boards to alert drivers of incidents ahead of their direction of travel

EOC – Emergency Operations Center operated by MoDOT in Jefferson City

ER – MoDOT’s Emergency Response units that provide emergency assistance during nights and weekends typically not covered by Motorist Assist units

Freeway Device – ITS device located along a MoDOT freeway, such as interstates and other fully access controlled highways

Gatewayguide.com – Gateway Guide’s website for local St. Louis area traffic information

GuidePost – Area of report highlighting important mobility topics for the month

IDOT - Illinois Department of Transportation

KC Scout – Gateway Guide’s counterpart for the greater Kansas City Metropolitan area, a collaboration involving both MoDOT and the Kansas DOT

Mobility – Ease of movement over roadway, through system, and or work zone

MMU – Conflict monitor hardware installed at a signal system

MRB – Mississippi River Bridge under construction north of downtown St. Louis

Observed Work zone – Work zone tracked by traffic cameras at the TMC

Peak Average – Daily speed sensor readings over an entire weekday rush commute period averaged for an entire month

PSB - Poplar Street Bridge

Regional Mobility Overview – Map depicting congestion areas based on speed index ratings derived from speed sensor readings

Speed Index – a ratio of the speed at which vehicles travel during a period to the speed at free-flow conditions

Stats to Watch – Area of report highlighting interesting trends for the report month, or data to be closely followed

STLtraffic – Email group consisting of Gateway Guide personnel and Gateway Guide’s media partners, messages sent to the group are also posted on Twitter

TMC – Traffic Management Center (also referred to as Gateway Guide)

TMC Alert – Email alert sent to an internal group of Gateway Guide personnel

Data Key

27

VDS – Video Detection System, signal equipment used to detect vehicles at an intersection

Visibility- Concerning placement of traffic signs, signals, devices, barricades and warning lights for safety within work zone or construction area to help motorist and workers move within a work zone safely; Clearly visible and legible, distinguishable to approaching traffic during day and night, aligned with road user’s line of vision, and positioned as to not obstruct other applicable traffic control devices. Must meet MUTCD standards for condition and must be covered, turned or properly stowed when not in use.

Zoning In – section of report highlighting important construction topics for the report month

Data Key

28

5TH ST SOUTH (ST. CHARLES)

5TH ST NORTH (ST. CHARLES)

BLANCHETTE BRIDGE

EARTH CITY EXPRESSWAY SOUTH

EARTH CITY EXPRESSWAY NORTH

I-270

MCKELVEY RD OVERPASS (BRIDGETON)

RTE 180/ST. CHARLES ROCK RD (BRIDGETON)

US 67 SOUTH (BRIDGETON)

US 67 NORTH (BRIDGETON)

CYPRESS RD (BRIDGETON)

AIRFLIGHT (ST. ANN)

MCDONNELL OVERPASS (BERKELEY)

LAMBERT AIRPORT (BERKELEY)

I-170 NORTH (BERKELEY)

I-170 SOUTH (BERKELEY)

NORTH HANLEY (BERKELEY)

RTE N/FLORISSANT RD (COOL VALLEY)

BERMUDA DR (NORMANDY)

RTE U/LUCAS AND HUNT RD

JENNINGS STATION RD (PINE LAWN)

GOODFELLOW (ST. LOUIS)

RIVERVIEW/BIRCHER (ST. LOUIS)

UNION (ST. LOUIS)

KINGSHIGHWAY (ST. LOUIS)

SHREVE (ST. LOUIS)

WEST FLORISSANT AVE (ST LOUIS)

NORTH BROADWAY (ST. LOUIS)

ADELAIDE (ST LOUIS)

GRAND (ST. LOUIS)

SALISBURY (ST LOUIS)

BRANCH (ST LOUIS)

MADISON (ST LOUIS)

PINE ST OVERPASS (ST LOUIS)

CHESTNUT ST OVERPASS (ST LOUIS)

MARKET ST OVERPASS (ST. LOUIS)

WALNUT ST OVERPASS (ST LOUIS)

229A

229B

230

231A

231B

232

233

234

235A

235B

235C

236

237

238A

238B

238C

239

240A

240B

241B

242C

243A

243B

244A

244B

245A

245B

246A

246B

247

248A

248B

249A

250

250

250

250

229A

229B

230

231A

231B

232

233

234

235A

235B

235C

236

237

238A

238B

238C

239

240A

240B

241B

242C

243A

243B

244A

244B

245A

245B

246A

246B

247

248A

248B

249A

250

250

250

250

5TH ST SOUTH (ST. CHARLES)

5TH ST NORTH (ST. CHARLES)

BLANCHETTE BRIDGE

EARTH CITY EXPRESSWAY SOUTH

EARTH CITY EXPRESSWAY NORTH

I-270

MCKELVEY RD OVERPASS (BRIDGETON)

RTE 180/ST. CHARLES ROCK RD (BRIDGETON)

US 67 SOUTH (BRIDGETON)

US 67 NORTH (BRIDGETON)

CYPRESS RD (BRIDGETON)

AIRFLIGHT (ST. ANN)

MCDONNELL OVERPASS (BERKELEY)

LAMBERT AIRPORT (BERKELEY)

I-170 NORTH (BERKELEY)

I-170 SOUTH (BERKELEY)

NORTH HANLEY (BERKELEY)

RTE N/FLORISSANT RD (COOL VALLEY)

BERMUDA DR (NORMANDY)

RTE U/LUCAS AND HUNT RD

JENNINGS STATION RD (PINE LAWN)

GOODFELLOW (ST. LOUIS)

RIVERVIEW/BIRCHER (ST. LOUIS)

UNION (ST. LOUIS)

KINGSHIGHWAY (ST. LOUIS)

SHREVE (ST. LOUIS)

WEST FLORISSANT AVE (ST LOUIS)

NORTH BROADWAY (ST. LOUIS)

ADELAIDE (ST LOUIS)

GRAND (ST. LOUIS)

SALISBURY (ST LOUIS)

BRANCH (ST LOUIS)

MADISON (ST LOUIS)

PINE ST OVERPASS (ST LOUIS)

CHESTNUT ST OVERPASS (ST LOUIS)

MARKET ST OVERPASS (ST. LOUIS)

WALNUT ST OVERPASS (ST LOUIS)

ST. CHARLES COUNTY

ST. LOUIS COUNTY

ST. LOUIS CITY

ST. CHARLES COUNTY

ST. LOUIS COUNTY

ST. LOUIS CITY

I-70 D

IST

RIC

T 6

WE

ST

BO

UN

D

I-70 D

IST

RIC

T 6

EA

ST

BO

UN

D

I-70 Mile Markers

Data Key

29

I-70 St. Charles County Mile Markers

RTE A (WENTZVILLE)

LAKE ST. LOUIS BLVD (LAKE ST. LOUIS)

BRYAN RD (O'FALLON)

RTE K/RTE M (O'FALLON)

T.R. HUGHES BLVD (O'FALLON)

RTE 79 (ST. PETERS/O'FALLON)

RTE C/MID RIVERS MALL DR (ST. PETERS)

SPENCER RD OVERPASS (ST. PETERS)

RTE 370 (ST. PETERS)

CAVE SPRINGS (ST. CHARLES)

ZUMBEHL RD (ST. CHARLES)

HAWK'S NEST OVERPASS (ST. CHARLES)

RTE 94 (ST. CHARLES)

5TH ST SOUTH (ST. CHARLES)

5TH ST NORTH (ST. CHARLES)

212

214

216

217

218

220

222

223

224

225

227

227

228

229A

229B

212

214

216

217

218

220

222

223

224

225

227

227

228

229A

229B

RTE A (WENTZVILLE)

LAKE ST. LOUIS BLVD (LAKE ST. LOUIS)

BRYAN RD (O'FALLON)

RTE K/RTE M (O'FALLON)

T.R. HUGHES BLVD (O'FALLON)

RTE 79 (ST. PETERS/O'FALLON)

RTE C/MID RIVERS MALL DR (ST. PETERS)

SPENCER RD OVERPASS (ST. PETERS)

RTE 370 (ST. PETERS)

CAVE SPRINGS (ST. CHARLES)

ZUMBEHL RD (ST. CHARLES)

HAWK'S NEST OVERPASS (ST. CHARLES)

RTE 94 (ST. CHARLES)

5TH ST SOUTH (ST. CHARLES)

5TH ST NORTH (ST. CHARLES)

I-70 D

IST

RIC

T 6

WE

ST

BO

UN

D

I-70 D

IST

RIC

T 6

EA

ST

BO

UN

D

Data Key

30

I-270 Mile Markers

3

2

1B

1B

1A

2

3

5

5

7

8

10

12 A/B

13

14

16A

16B

17

20B

20A

20C

22D

23

25A

25B

26A

26B

27

28

29

30

30A

31A

31B

32

33

34

KOCH RD

SR 231 (TELEGRAPH RD)

US61-67

I-55 NORTH

I-55 SOUTH

SR 21 (TESSON FERRY RD.)

SR 30 (GRAVOIS RD.)

I-44 EAST

I-44 WEST

BIG BEND RD.

DOUGHERTY FERRY RD.

SR 100 (MANCHESTER RD.)

I-64 EAST/WEST/US 40-61 NORTH/SOUTH

SR AB (LADUE RD)

SR 340 (OLIVE BLVD)

SR D (PAGE AVE.) EAST

SR 364 WEST

DORSETT RD

I-70 WEST

I-70 EAST

SR 180 (ST. CHARLES ROCK RD)

SR 370 WEST

MCDONNELL BLVD

US 67 NORTH

US 67 SOUTH

I-170 SOUTH (EXIT LEFT)

HANLEY/GRAHAM

NEW FLORISSANT RD

ELIZABETH/WASHINGTON

WEST FLORISSANT RD

SR AC NEW HALLS FERRY RD

NEW HALLS FERRY RD.

SR 367 SOUTH

SR 367 NORTH

BELLEFONTAINE RD

LILAC AVE.

RIVERVIEW DR.

KOCH RD

SR 231 (TELEGRAPH RD)

US61-67

I-55 NORTH

I-55 SOUTH

SR 21 (TESSON FERRY RD.)

SR 30 (GRAVOIS RD.)

I-44 EAST/SR 366 (WATSON RD.)

I-44 WEST

DOUGHERTY FERRY RD.

SR 100 (MANCHESTER RD.)

I-64 EAST/WEST/US 40-61 NORTH/SOUTH

SR AB (LADUE RD)

SR 340 (OLIVE BLVD)

SR D (PAGE AVE.) EAST

SR 364 WEST

DORSETT RD

I-70 WEST/EAST

SR 180 (ST. CHARLES ROCK RD)

MISSOURI BOTTOM RD/370 WEST

MCDONNELL BLVD

US 67 SOUTH

US 67 NORTH

HANLEY/GRAHAM RD.

I-170 SOUTH

NEW FLORISSANT RD

WASHINGTON/ELIZABETH RD.

WEST FLORISSANT RD

SR AC HALLS FERRY RD

SR 367 SOUTH

SR 367 NORTH

BELLEFONTAINE RD

LILAC AVE.

RIVERVIEW DR.

3

2

1C

1B

1

2

3

5

5

8

10

12

13

14

16

16

17

20

20C

22

23

25A

25B

26

26

27

28

29

30

31A

31B

32

33

34

I-255 E

AS

TB

OU

ND

I-255 W

ES

TB

OU

ND

--- > I-2

70 D

IST

RIC

T 6

CL

OC

KW

ISE

FR

OM

I-55 T

O R

IVE

RV

IEW

DR

. --- >

<--- I-2

70 D

IST

RIC

T 6

CO

UN

TE

R C

LO

CK

WIS

E F

RO

M R

IVE

RV

IEW

DR

. TO

I-55 <

---

Data Key

31

I-64 Mile Markers

I-70 WEST

I-70 EAST

PROSPECT RD

LAKE ST. LOUIS BLVD

MO N

MO DD/Winghaven

MO K

MO 94

RESEARCH PARK CRL

DANIEL BOONE BRIDGE

SPIRIT OF ST LOUIS BLVD

LONG RD

BOONE’S CROSSING

CHESTERFIELD PKWY

MO 340 (OLIVE/CLARKSON)

CHESTERFIELD PKWY

TIMBERLAKE MANOR PKWY

MO 141 (WOODS MILL RD)

MARYVILLE CENTRE DR

MASON RD

I-270 SOUTH

I-270 NORTH

MO JJ (BALLAS RD)

SPOEDE RD

US 61-67

CLAYTON RD

MCKNIGHT RD

I-170 NORTH

HANLEY RD/BRENTWOOD BLVD

BIG BEND BLVD

MCCAUSLAND AVE

CLAYTON RD/SKINKER BLVD

HAMPTON AVE

KINGSHIGHWAY

BOYLE

FOREST PARK AVE/GRAND BLVD

MARKET ST AT 3000 WEST

MARKET ST AT 21ST

STADIUM/9TH ST/ TUCKER BLVD

I-44 WB/I-55 SB/ I-70 WB

1A

1B

1C

2

4

6

9

10

11

13

14

16

17

19A

19B

20

21

22

23

24

25A

25B

26

27

28A

28B

30

31A

31B

33A

33C

34A

34B

36A

36B

38A

38B

39A

40A

40C

1

1C

2

4

6

9

12

13

14

17

19A

19B

21

22

23

25A

25B

26

27

28A

30

31B

31A

33B

33A

33C

34B

36A

36C

37A

37B

38A

38B

39B

39C

40B

I-70 WEST EXIT RIGHT/EAST EXIT LEFT

PROSPECT RD

LAKE ST. LOUIS BLVD

SR N

SR DD/WINGHAVEN

SR K/SR 94

MISSOURI RESEARCH PARK/TECHNOLOGY DR

DANIEL BOONE BRIDGE

CHESTERFIELD AIRPORT RD

BOONE’S CROSSING

CHESTERFIELD PKWY

SR 340 (OLIVE/CLARKSON

TIMBERLAKE MANOR PKWY

SR 141

MASON RD

I-270 SOUTH

I-270 NORTH

SR JJ (BALLAS RD)

SPOEDE RD

US 61-67

MCKNIGHT RD

BRENTWOOD/HANLEY RD

I-170 NORTH

BELLEVUE AVE

BIG BEND

MCCAUSLAND

HAMPTON AVE/OAKLAND AVE

KINGSHIGHWAY

VANDEVENTER AVE

MARKET ST/BERNARD ST

GRAND AVE

JEFFERSON AVE

CHESTNUT AT 20TH ST

14TH ST

11TH ST EXIT LEFT

BROADWAY/7TH ST (LAST MISSOURI EXIT)

I-64 DISTRICT 6 WESTBO

UND

I-64 DISTRICT 6 EASTBOUND

ST. LOUIS CITY

ST. LOUIS CITY

Data Key

32

I-55 Mile Markers

RTE M

MAIN ST(IMPERIAL)

RICHARDSON RD (ARNOLD)

RTE 141 (ARNOLD)

MERAMEC BOTTOM RD

BUTLER HILL RD

I-255 EAST

I-270 NORTH

US67/LINDBERGH

REAVIS BARRACKS RD

UNION RD

BAYLESS

WEBER RD

GERMANIA (ST. LOUIS)

LOUGHBOROUGH AVE (ST. LOUIS)

BATES (ST. LOUIS)

BROADWAY (ST. LOUIS)

GASCONADE (ST. LOUIS)

ARSENAL (ST. LOUIS)

SIDNEY OVERPASS

GRAVOIS AVE OVERPASS

I-44 WEST (ST. LOUIS)

7TH ST/PARK AVE (ST. LOUIS)

185

186

190

191

193

195

196A

196B

197

199

200

201A

201B

202B

202C

203

204

205

206C

206

207

207

208

185

186

190

191

193

195

196A

196B

197

199

200

201A

201B

202B

202C

203

204

205

206C

206

207

207

208

RTE M

MAIN ST(IMPERIAL)

RICHARDSON RD (ARNOLD)

RTE 141 (ARNOLD)

MERAMEC BOTTOM RD

BUTLER HILL RD

I-255 EAST

I-270 NORTH

US67/LINDBERGH

REAVIS BARRACKS RD

UNION RD

BAYLESS

WEBER RD

GERMANIA (ST. LOUIS)

LOUGHBOROUGH AVE (ST. LOUIS)

BATES (ST. LOUIS)

BROADWAY (ST. LOUIS)

GASCONADE (ST. LOUIS)

ARSENAL (ST. LOUIS)

SIDNEY OVERPASS

GRAVOIS AVE OVERPASS

I-44 WEST (ST. LOUIS)

7TH ST/PARK AVE (ST. LOUIS)

I-55 D

IST

RIC

T 6

NO

RT

HB

OU

ND

JEFFERSON COUNTY

ST. LOUIS COUNTY

ST. LOUIS CITY

I-55 D

IST

RIC

T 6

SO

UT

HB

OU

ND

JEFFERSON COUNTY

ST. LOUIS COUNTY

ST. LOUIS CITY

Data Key

33

I-44 Mile Markers

PACIFIC

ALLENTON/SIX FLAGS

RTE 109/RTE W

LEWIS RD

ANTIRE

RTE 141

BOWLES

SOCCER PARK

I-270 NORTH

I-270 SOUTH

US 67/LINDBERGH

BIG BEND

BERRY

ELM

SHREWSBURY

ARSENAL

SOUTHWEST

KINGSHIGHWAY

GRAND AVE

JEFFERSON AVE

12TH ST./GRAVOIS

257

261

264

266

269

272

274

275

276B

276A

277B

278

279

280

283

284B

285

287

288

289

290C

257

261

264

265

266

272

274

274

276B

276A

277A

277B

278

280

282

284A

286

287

288

289

290A

290B

PACIFIC

ALLENTON/SIX FLAGS

RTE 109/RTE W

WILLIAMS RD

LEWIS RD

RTE 141

BOWLES

MRAZ

I-270 NORTH

I-270 SOUTH

RTE 366/WATSON

US 67/LINDBERGH

BIG BEND

ELM

LACLEDE STATION

JAMIESON

HAMPTON

KINGSHIGHWAY

GRAND AVE

JEFFERSON AVE

I-55 SOUTH

18TH ST

ST. LOUIS CITY

ST. LOUIS COUNTY

FRANKLIN COUNTYFRANKLIN COUNTY

ST. LOUIS COUNTY

ST. LOUIS CITY

I-44 D

IST

RIC

T 6

WE

ST

BO

UN

D

I-44 D

IST

RIC

T 6

EA

ST

BO

UN

D

Data Key

34

GALLERIA PARKWAY

FOREST PARK PARKWAY

LADUE RD

DELMAR

SR 340 (OLIVE BLVD)

SR D/SR 364 (PAGE AVE)

SR 180 (ST. CHARLES ROCK RD)

SR 115 (NATURAL BRIDGE RD)

I-70 EAST (EXIT RIGHT)

I-70 WEST (EXIT LEFT)

LAMBERT ST. LOUIS AIRPORT

SCUDDEN/N. HANLEY RD

AIRPORT

BOEING (EXIT LEFT)

N. HANLEY RD

I-270 WEST (EXIT RIGHT)

I-270 EAST (EXIT LEFT)

1C

1E

1F

2

3

4

5

6

7A

7B

7C

8

9A

9B

9C

10A

10B

1A

1B

1D

1E

1F

2

3A

4

5

6

7A

7B

8

9A

I-64 WEST/US 40-61

I-64 EAST/US 40-61

BRENTWOOD BLVD

FOREST PARK PARKWAY

LADUE RD

DELMAR

EAST/3B WEST SR 340 (OLIVE BLVD)

SRD/SR 364 (PAGE AVE)

SR 180 (ST. CHARLES ROCK RD)

SR 115 (NATURAL BRIDGE RD)

I-70 EAST (EXIT LEFT)

I-70 WEST (EXIT RIGHT)

SCUDDER

AIRPORT RD

I-170 D

IST

RIC

T 6

NO

RT

HB

OU

ND

I-170 D

IST

RIC

T 6

SO

UT

HB

OU

ND

I-170 Mile Markers

SR 364 Mile Markers

HARVESTER RD

HERITAGE CROSSING/JUNGS STATION RD

SR 94 EAST/MUEGGE RD

UPPER BOTTOM/ARENA

MARYLAND HEIGHTS EXPRESSWAY

BENNINGTON PL

11B

12

13

14

17

21

13

14

17

19

22A

22B

SR94 EAST/ST. CHARLES

ARENA PKWY/UPPER BOTTOM RD

MARYLAND HEIGHTS EXPRESSWAY

BENNINGTON PL

I-270 SOUTH

I-270 NORTH

SR

364

WE

ST

BO

UN

D

SR

364

EA

ST

BO

UN

D

Data Key

35

I-70 WESTBOUND

I-70 EASTBOUND

SPENCER RD

TRUMAN/CAVE SPRINGS RD

ELM/NEW TOWN BLVD

N 3RD ST/SR 94

DISCOVERY BRIDGE ST. LOUIS CO/

ST. CHAS CO

EARTH CITY EXPRESSWAY

ST. LOUIS MILLS BLVD

1A

1B

1C

2

5

7

8

9

11

2

5

7

8

9

11

12

12

12

TRUMAN/CAVE SPRINGS RD

ELM/NEW TOWN BLVD

N 3RD ST/SR 94

DISCOVERY BRIDGE ST. CHAS CO/

ST. LOUIS CO

EARTH CITY EXPRESSWAY

ST. LOUIS MILLS BLVD

MISSOURI BOTTOM RD

I-270 WEST BOUND

I-270 EAST BOUND

SR

370 W

ES

TB

OU

ND

SR

370 E

AS

TB

OU

ND

SR 370 Mile Markers

SR 21 Mile Markers

RT B

RT BB

STADIUM DR UNDERPASS

RTE A

SAND CREEK

HAYDEN RD

GLADE CHAPEL RD OVERPASS

OLD HWY 21 (GOLDMAN)

KLABLE RD OVERPASS

SCHENK RD OVERPASS

HEADS CREEK

RT MM

W. FOUR RIDGE RD OVERPASS

OLD HWY 21 (SHADY VALLEY)

OLD HWY 21 UNDERPASS

WEST ROCK CREEK RD OVERPASS

OLD HWY 21 OVERPASS

LONDELL RD

OLD HWY 21

SR 141

164.8

165.4

166.4

167.8

169

169.2

171.4

172.6

174.2

175.2

176.4

177.7

179

180.4

182

182.8

183.2

184.2

184.5

185.6

164.8

165.4

166.4

167.8

169

169.2

171.4

172.6

174.2

175.2

176.4

177.7

179

180.4

182

182.8

183.2

184.2

184.5

185.6

RT B

RT BB

STADIUM DR UNDERPASS

RTE A

SAND CREEK

HAYDEN RD

GLADE CHAPEL RD OVERPASS

OLD HWY 21 (GOLDMAN)

KLABLE RD OVERPASS

SCHENK RD OVERPASS

HEADS CREEK

RT MM

W. FOUR RIDGE RD OVERPASS

OLD HWY 21 (SHADY VALLEY)

OLD HWY 21 UNDERPASS

WEST ROCK CREEK RD OVERPASS

OLD HWY 21 OVERPASS

LONDELL RD

OLD HWY 21

SR 141

SR

21 N

OR

TH

BO

UN

D

SR

21 S

OU

TH

BO

UN

D

SR 21 Mile Markers