TRAFFIC ENGINEERING ASSISTANCE PROGRAM Fox/TEAP... · Engineering Assistance Program (TEAP). TEAP is managed by the Iowa Department of Transportation and is partially funded through

TRAFFIC ENGINEERING ASSISTANCE PROGRAM

IA 44 Corridor Study Between Y & Ave/County Line Rd & Brookside Dr

Prepared for:

City of Grimes

In Cooperation With: Iowa Department of Transportation &

Iowa Department of Public Safety Governor’s Traffic Safety Bureau

July 30, 2018

V:\Projects\2015\115.1000.01K\StudiesReports\TEAP_2018-07-30_IA44-GrimesCompressed.docx

July 30, 2018 Mr. Jake Anderson City Administrator City of Grimes 101 NE Harvey St Grimes, IA 50111 RE: IA 44 CORRIDOR STUDY BETWEEN Y AVE/COUNTY LINE RD &

BROOKSIDE DR GRIMES, IOWA IOWA TRAFFIC ENGINEERING ASSISTANCE PROGRAM S&A PROJECT NO: 115.1000.01K

Dear Mr. Anderson, Snyder & Associates has completed the IA 44 Corridor Study. Enclosed, for your use, is a draft of the final report. The study was requested by the City of Grimes and completed as part of Iowa’s Traffic Engineering Assistance Program (TEAP). TEAP is managed by the Iowa Department of Transportation and is partially funded through the Iowa Governor’s Traffic Safety Bureau, as provided by the U.S Department of Transportation, in accordance with the provisions of Section 402, Title 23, United States Code. The opinions, findings and conclusions expressed in this report are those of Snyder & Associates, Inc. We are pleased to provide assistance to the City of Grimes through the completion of this study. Please contact us if you have any questions regarding this study. Sincerely, Snyder & Associates, Inc. Mark Perington, P.E., PTOE Project Manager Enclosures cc: Tim Crouch, P.E., Iowa DOT, Office of Traffic & Safety Scott Dockstader, P.E., Iowa DOT District 1 Kurt Bailey, P.E. Polk County Engineer

SNYDER-ASSOCIATES.COM V:\Projects\2015\115.1000.01K\StudiesReports\TEAP_2018-07-30_IA44-GrimesCompressed.docx

INFORMATION SHEET IOWA DEPARTMENT OF TRANSPORTATION

TRAFFIC ENGINEERING ASSISTANCE PROGRAM

IA 44 CORRIDOR STUDY

July 30, 2018 1. Local Jurisdiction: City of Grimes, Polk County 2. Reason TEAP Study Originated: The City is concerned with the vehicle speeds and safety on

IA 44 in the western portion of the City between Y Ave/County Line Rd intersection east to the Brookside Dr intersection.

3. Scope of Services Provided: Performed field review of existing conditions, reviewed relevant crash history, collected traffic and speed data, Reviewed traffic signalization needs, identified and recommended potential improvements.

4. The Engineer, Snyder & Associates, submitted a final report dated July 30, 2018 with the following recommendations:

IA 44 Corridor 5. No changes to current speed limits were made, but recommended increased enforcement for

existing speed zones. Pending availability of enforcement officers, City should continue use of portable speed feedback trailer or work to install a fixed location speed feedback sign in coordination with Polk County Sherriff’s office and Iowa DOT.

Brookside Dr Intersection 6. Construct eastbound left turn lane in existing raised median. 7. Traffic signal is not warranted at this time, but given land use and traffic growth, City should

start working with Iowa DOT to plan for installation likely in 2019 or 2020 pending traffic signal warrant review.

Y Ave/County Line Rd Intersection 8. Due to single lane approaches, travel speeds at 55 mph or greater, young drivers, and crash

history, intersection improvements should be coordinated with pending land use development proposal that will lead to increased turning traffic at the intersection, and the urban development of Y Ave to the south of IA 44.

9. Left and right turn lanes should be added to IA 44 to separate higher speed and decelerating or stopped turning traffic, and minimum of one left turn lane, and a through/right lane on Y Ave should be considered.

10. Pending further review of proposed land use development, a traffic impact study, and timing of growth, additional consideration for potential traffic signal may also be warranted coincident with intersection improvements or planned for construction at a later date following intersection improvements.

Potential funding sources include the Iowa DOT Traffic Safety Improvement Program (TSIP) or the Urban-State Traffic Engineering Program.


TABLE OF CONTENTS 1. Introduction ............................................................................................................................. 1 2. Existing Conditions ................................................................................................................. 1 3. Data Collection ........................................................................................................................ 3 4. Crash History ........................................................................................................................... 3 5. Speed Data ............................................................................................................................... 7 6. Traffic Signal Warrants ........................................................................................................... 8 7. Recommendations ................................................................................................................... 9 LIST OF FIGURES Figure 1: Study Area ...................................................................................................................... 1 Figure 2 : Y Ave/County Line Rd Intersection .............................................................................. 2 Figure 3 : Brookside Dr Intersection ............................................................................................. 2 Figure 4: 2017 Peak Hour Traffic Volumes – Brookside Dr Intersection ..................................... 3 Figure 5: 2013-2017 Collision Diagram – IA 44 & Brookside Drive ............................................ 5 Figure 6: 2013-2017 Collision Diagram – IA 44 & Y Ave/County Line Rd ................................. 6 Figure 7: Road Tube Placements .................................................................................................... 7 Figure 8: Brookside Drive Left Turn Lane .................................................................................. 11 LIST OF TABLES Table 1: IA 44 & Brookside Drive Intersection Volumes ............................................................. 3 Table 2: Crashes by Severity (2013-2017) .................................................................................... 4 Table 3: 2017 Speed Data .............................................................................................................. 7 Table 4: Comparison of Both-Direction IA 44 85th %tile Speed Data .......................................... 8 Table 5: MUTCD Signal Warrant Analysis................................................................................... 8 APPENDIX Road tube speed data across the IA 44 corridor Road tube volume data across the IA 44 corridor 24 hour Turning movement counts at the IA 44 and Brookside Drive intersection 2012 Iowa DOT Speed Study Figures Peak hour delay report at the IA 44 and Brookside Drive intersection. Record of crashes within the study area from the year 2013 to 2017 Traffic Signal Warrant Study Report Hope Farms Concept Land Use Plan Hope Farms County Line Rd Concpet

IA 44 Traffic Study | 1


1. INTRODUCTION The City of Grimes and the Iowa DOT requested a study of the Iowa Highway 44 corridor between Y Ave/County Line Rd and Brookside Drive intersections. This study concentrates on safety and operations within the corridor. This corridor is located east of the Dallas Center-Grimes Middle School/High School and Brookside Drive & IA 44 intersection at the west corporate limits of City of Grimes. The scope of the study included data collection, analysis of existing conditions, and recommendations for improvements along the corridor. 2. EXISTING CONDITIONS IA 44 in Grimes is an east/west two-lane highway. The cross section is generally an average width of 22 ft with gravel shoulders from the west through Y Ave/County Line Rd to a two lane divided roadway with curbs approximately 1,000 ft west of the Brookside Drive intersection. It then widens to approximately 60 total feet of width at Brookside Dr intersection, with a raised median but serves only two through lanes in each direction, and a left turn lane for eastbound traffic. Both of the study intersections in this corridor are STOP controlled, with stop signs for north/south approaches. The study location and its surroundings are shown in Figure 1 and closer views of each intersection are shown in Figures 2 and 3.

Figure 1: Study Area



The posted speed limit of IA 44 transitions through the study area. For eastbound drivers, the speed limit decreases from 55 mph to 50 mph just east of Y Ave/County Line Rd and then 40 mph approximately 150 ft west of the Brookside Drive intersection. Similarly, the westbound posted speed limit increases from 40 mph to 50mph just west of Brookside Dr and then 55 mph just east of Y Ave/County Line Rd.

Figure 2 : Y Ave/County Line Rd Intersection Y Ave/County Line Rd is paved two lane rural cross section north of IA 44, and a gravel rural cross section south of the intersection. Posted speed limit to the north of IA 44 is 45 mph, and south is assumed to be statutory 55 mph. Immediate adjacent land uses surrounding the intersection are agricultural use, and the northeast /southeast quadrants are part of unincorporated Polk County, the northwest quadrant is unincorporated Dallas County, and the southwest quadrant is within the Grimes corporate limits.

Figure 3 : Brookside Dr Intersection Brookside Dr is an urban boulevard cross section with curb and gutter and 65-66 feet back of curb to back of curb total width. A 16 feet wide raised median/boulevard separates the two directions of travel. Enough width is available on each approach to provide two travel lanes, although no specific markings currently exist

north

north

IA 44

IA 44 Y

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to indicate separate lane or usage. The posted speed limit on Brookside Drive is 25 mph in both direction. Land uses at the IA 44 and Brookside Drive intersection include a Church in the northeast quadrant, medical clinic in the southeast quadrant, and retirement community in the southwest quadrant and residential in surrounding neighborhoods. All quadrants of the intersection are located within the Grimes corporate limits. 3. DATA COLLECTION Data collection was a group effort through sources by Iowa DOT, Polk County Engineering Department, the City of Grimes, and the Engineer. Iowa DOT provided historic traffic counts, prior 2012 speed study, crash data from Iowa DOT Saver, and crash history at intersections within the corridor. The Engineer coordinated data collection, observed traffic operations, conducted spot-speed and intersection delay studies, and analyzed crash data. Traffic data was collected on a Wednesday, December 20th, 2017 for a 24-hour period representative of a typical weekday with DCG Schools in session. Detailed traffic data can be found in the Appendix. Table 1 below shows daily traffic totals (two way vehicles per day, vpd) for the year 2016, per Iowa DOT counts, and 2017. Figure 4 summarizes typical weekday peak hour turn movements at Brookside Dr intersection (vehicle per hour, vph). Table 1: IA 44 & Brookside Drive Intersection Volumes

Approach 2016 Total vpd

2017 Total vpd

North approach (NW Brookside Drive) -- 1,740 South approach (SW Brookside Drive) -- 2,019 East approach (IA 44) 9,930 10,548 West approach (IA 44) 8,600 8,636

Figure 4: 2017 Peak Hour Traffic Volumes – Brookside Dr Intersection 4. CRASH HISTORY Safety analysis of the study intersections and corridor was conducted to further understand current conditions and identify any predominant safety issues or potential correctable crash patterns. Iowa DOT crash data for



the 2013-2017 five-year period was analyzed. Intersection crash rates were calculated as the number of crashes per million entering vehicles (CR/MEV) for the analysis period. Crash rates were then compared to the statewide average intersection crash rate established by the Iowa DOT for similar facilities which is 0.9 CR/MEV. Table 2 summarizes crash frequency by severity, injuries by severity, crash rates, and predominant major causes of reported crashes within the study area. Table 2: Crashes by Severity (2013-2017)

Study Area (Intersection/ Corridor)

Crash Severity (Injuries) Crash Rate CR/MEV

Predominant Major Cause (# Crashes) Fatal Major

Injury Minor Injury

Possible Injury PDO Total

IA 44 & Brookside Drive - - 1 (2) 1 (0) 7 9 (2) 0.43 Followed too close (4)

FTYROW: Making left turn (2)

IA 44 & County Line Rd - 2(2) 1(1) 2(3) 14 19(6) 1.01

Followed too close (6) Driving too fast for conditions (4)

IA 44 Corridor - 2(2) 3(4) 5(9) 29 39 (15) -

Followed too close (15) Driving too fast for conditions (5) FTYROW: Making left turn (3)

*FTYROW – Failure to yield right-of-way There were a total of 23 rear-end type of crashes along the corridor from 2013-2017. This crash pattern indicates a frequent conflict between through vehicles traveling at or above the posted speed coming into conflict with decelerating right turn vehicles or stopped vehicles making a left turn movement. Figure 5 shows the collision diagram for the IA 44 & Brookside Drive intersection. This diagram shows a pattern of rear end and left turn crashes at the intersection. 4 of the 9 crashes were rear end crashes between two westbound vehicles, and 3 of the 9 crashes were left turn angle crashes involving eastbound left turning vehicles and westbound through vehicles. These crashes are consistent with the existing lack of an eastbound left turn lane. A left turn lane would provide space for deceleration and storage of eastbound left turning vehicles, and provide an improved line of sight for left turning vehicles to see westbound conflicting vehicles and choose safe gaps to complete the left turn maneuver. As seen in Figure 4, eastbound left turn volumes are currently moderate (13-60 per hour), but will increase as development continues. Additional crash data are included in the Appendix. Figure 6 shows the collision diagram for the IA 44 & Y Ave/County Line Rd intersection. This diagram shows a pattern of rear end crashes at the intersection. 13 of the 19 crashes were between two eastbound vehicles. Notable contributing factors include citations related to driving too fast, or following too close. The driver age of 18 years or less was involved in half of the crashes, and 13 of the 19 crashes occurred between after school and evening peak hours (between 2-6pm).



Figure 5: 2013-2017 Collision Diagram – IA 44 & Brookside Drive



Figure 6: 2013-2017 Collision Diagram – IA 44 & Y Ave/County Line Rd



5. SPEED DATA Speed data was collected by placing road tube counters at various locations on the IA 44 corridor as shown in Figure 7. Data was collected on weekdays to account for school related traffic.

Figure 7: Road Tube Placements Table 3 below shows average and 85th percentile speed on the IA 44 corridor from Brookside Drive to Y Ave/County Line Rd. The speed data tabulated above indicates that both average and 85th percentile speeds are greater than the posted speed limits. In particular the westbound speed data indicates drivers are accelerating as they leave the urban cross section and 85th percentile speeds exceeding posted speed limit by up 15-20 mph. This presents a safety issue for vehicles at Y Ave/County Line Rd intersection as they select gaps from oncoming vehicles. This segment of IA 44 experiences heavy school traffic and excessive speeding in the peak hours, which creates less desirable gap and conflict conditions for drivers at the intersections. Table 3: 2017 Speed Data

Location EB Speed (mph) Posted (Avg) [85th]

WB Speed (mph) Posted (Avg) [85th]

Both Direction (mph) Posted (Avg) [85th]

East of Brookside Drive 40 (38.8) [44.5] 40 (41.8) [46.5] 40 (40.3) [45.5]

West of Brookside Drive 50 (54.6) [59.6] 50 (62.6) [69.3] 50 (58.6) [64.5]

West of Y Ave 55 (58.5) [67.7] 55 (55.5) [63.6] 55 (57.0) [65.7]



Table 4 compares speed data from a 2012 DOT speed study and the data collected for this TEAP study. Following the 2012 speed study, posted speed limits were generally increased by 5 mph. In the year 2012, 85th percentile speeds were 7 mph over posted speed limit east of Brookside Drive, and 7 mph over posted speed limit west of Brookside Drive. In the 2017 data, 85th percentile speeds were 6 mph over posted speed limit east of Brookside Drive, and 14 mph over posted speed limit west of Brookside Drive Table 4: Comparison of Both-Direction IA 44 85th %tile Speed Data

Location DOT Study 2012 Posted [85th]

TEAP Study 2017 Posted [85th]

East of Brookside Drive 35 [42] 40 [45.5]

West of Brookside Drive 45 [52] 50 [64.5]

West of Y Ave (near School) 55 [59] 55 [65.7]

6. TRAFFIC SIGNAL WARRANTS Following the revised 2009 Edition of the Manual on Uniform Traffic Control Devices (MUTCD), traffic signal warrant criteria were evaluated at the intersection of IA 44 & Brookside Drive based on a request from the City about potential need for signalization. Traffic data utilized in this analysis included 24 hour turning movement counts collected in 2017 by Snyder & Associates using video traffic counting equipment. Table 5 summarizes the results of Traffic Signal Warrant Analysis. The analysis indicates that traffic volumes do not satisfy the traffic volume minimum criteria for warrants 1, 2 and 3. A report on the warrant analysis can be found in the Appendix. Table 5: MUTCD Signal Warrant Analysis

Traffic Signal Warrant Satisfied? (Current)

Warrant 1 (Eight Hour Vehicular Volume) No Warrant 2 (Four Hours Vehicular Volume) No Warrant 3(Peak Hour Vehicular Volume) No Warrant 4 (Pedestrian Volume) No Warrant 5 (School Crossing) N/A Warrant 6 (Coordinated Signal System) N/A Warrant 7(Crash Experience) No Warrant 8(Roadway Network) N/A Warrant 9(At-Grade Crossing) N/A

Note: Follow up spot speed study was sampled during peak hour period on a weekday to verify accuracy of road tube collected speed data. Sampling was performed with fixed locations, and manual data collector. Sampling confirmed road tube speed data confidence. However, the speeds were not radar device confirmed.



Detailed warrant notes include: • Warrant 1 – Eight hour: The 2017 turning movement counts collected 24 hours of data and it does not

satisfy the minimum vehicular volumes for warrant 1A, 1B & 1C. Zero of eight required hours for Warrant 1A, two of eight hours for Warrant 1B are satisfied.

• Warrant 2 – Four hour: Four hours of minimum volume required but only one hour of traffic volume satisfied warrant criteria.

• Warrant 3 – Warrant 3A (Peak hour Delay) requires the minimum volume and delay on minor approach to be 150 Veh/Hr and 5 Veh-Hrs respectively. Southbound (Brookside Drive) approach volume and cumulative delay do not satisfy these criteria. Warrant 3B (Peak Hour Volume) was not satisfied for any single hour periods during the day.

• Warrant 4 – Based on traffic volumes and approach lanes at this location, this warrant would require at least 75 pedestrians per hour for four different hours or greater than 93 pedestrians in a peak hour. The pedestrian volumes collected are very low and do not satisfy the warrant criteria.

• Warrant 7 – In order to meet this warrant, a minimum of 5 correctible crashes need to have occurred within the last 12 months. Crash data obtained from the Iowa DOT indicate a total of 2 correctible crashes within the 2017 year, which does not satisfy the warrant criteria.

7. RECOMMENDATIONS Based on the analysis described above, it is recommended that increased speed enforcement be present on IA 44 between Brookside Drive and Y Ave/County Line Rd. A speed feedback sign may also be considered for installation along the corridor for both directions of traffic. This sign displays the drivers’ speeds as well as the posted speed limit, and has been shown to reduce driver’s average speeds and in particular, excessive speeding, by alerting drivers of their current speed. This would be similar to “speed feedback trailer” type devices used on a temporary basis by local law enforcement, but would be a more permanent mounting of device to a street light pole, or other pole installation adjacent to roadway. However, the increased enforcement will be necessary along with any sort of display signage to influence driver behavior. The City or County would need to work with the Department to follow appropriate permitting process for device(s) to be added to the roadway. It is also recommended that signing and lane pavement markings be placed on Brookside Drive. Indicating a right turn lane on both northbound and southbound approach while the intersection operates as a STOP controlled intersection. This would clarify lane utilization and reduce delays and improve traffic flow. Constructing a left turn only lane in the existing median on eastbound approach at the IA 44 & Brookside Drive intersection is strongly recommended. Left-turn lanes remove vehicles waiting to turn left from the through-traffic stream, thus reducing the potential for rear-end crashes. Since they provide a sheltered location for drivers to wait for a gap in opposing traffic, left-turn lanes may encourage drivers to be more selective in choosing a gap to complete the left-turn maneuver. This would also reduce the potential for crashes between left-turn and opposing through vehicles. Given operating speeds in the corridor it is recommended this turn



lane be introduced with a 15:1 taper, and provide a minimum of 200 feet length to allow for proper deceleration as well as vehicle storage for current and future conditions that may include signalization. A concept layout is shown in Figure 8. A traffic signal at the IA 44 & Brookside Drive intersection is not currently recommended. However, considering the development growth in the next few years, planning and budgeting for installation of a traffic signal in 2019 or 2020 at the intersection is recommended pending coordination with the Iowa DOT, and traffic volumes should continue to be monitored for MUTCD signal warrants. Warrants are still a criteria for installation of the traffic signal. Although Y Ave/County Line Rd does not experience excessive turning traffic demand or observed operational issues, it is clear from the crash patterns that conflicts exist with the higher operating speeds, and any slowing or stopped traffic waiting to make a left turn eastbound or right turn westbound from IA 44. With rapid growth of the community and continued growth of the school district, this intersection should be planned for improvements in the next two to five years, or coincident with adjacent land use development. Near the completion of this study, information for development in the southwest quadrant of the intersection was shared by the City of Grimes. The mixed use plan contains two possible schools (Elementary and Middle), residential single family/townhome, and a small commercial parcel. This concept plan for the Hope Farms is attached in the appendix. The City also provided a concept for roadway improvements associated with this development on Y Avenue south of IA 44. This concept layout is included in the appendix as well. With respect to this intersection study and this potential land development improvements at a minimum for Y Avenue/County Line Rd would include left turn lane and right turn lanes on IA 44, and then pending development of adjacent land use the potential for a minimum of three total lanes on Y Ave/County Line Rd (an aligned left turn lane north/south with adjacent shared through/right lane, and then one receiving lane). Signalization is not recommended prior to any roadway geometric improvements unless there would be sharp increase in right angle/broadside crashes at the intersection. Most of the crashes occur during daylight hours, even during winter months, but the intersection could be evaluated by County for a possible roadway light to improve identification of the intersection. The creation of left and right turn deceleration lanes at the intersection would reduce rear end crash potential thus improvements might be eligible for Traffic Safety Improvement Program funding through the Iowa DOT. Longer term traffic signalization of the corridor will continue to follow with adjacent land development and increased side road traffic. It is also assumed the City will work with the Iowa DOT to continue the reconstruction/widening of IA 44 westward. The urbanization of the roadway with curbs and raised median should help to impact operating speeds, which in turn may lead to continued reevaluation of the posted speed limit in the area based on driver behavior.

IA 44

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180' Taper 15:1 200' StorageIN FUTURE WITH SIGNAL INSTALLMODIFY OR REMOVE MEDIAN NOSE

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Figure 8 - Brookside Drive Left Turn Lane

IA 44 Corridor Study | Grimes, Iowa | 07/30/2018FEET

0 50 100

LEFT TURN LANECONSTRUCT EASTBOUND

IA 44 Traffic Study | Appendix


APPENDIX

• Road tube speed data across the IA 44 corridor • Road tube volume data across the IA 44 corridor • 24 hour Turning movement counts at the IA 44 and Brookside Dr intersection • Peak hour delay report at the IA 44 and Brookside Dr intersection • Record of crashes within the study area from the year 2013 to 2017 • Delay report at IA 44 & Brookside Dr intersection • Traffic Signal Warrant study report • Hope Farms Concept land use plan • Hope Farms County Line Rd Concept

Project NoSpeed Grand Totals

ProjectLocation

: Grimes - IA 44 Teap Study : West 1st St, East of Brookeside Dr: 115.1000.01K

Tuesday, 12/19/2017 11:00 AM -Thursday, 12/21/2017 10:00 AM

70 -< 200

65 -< 70

60 -< 65

55 -< 60

50 -< 55

45 -< 50

40 -< 45

35 -< 40

30 -< 35

25 -< 30

20 -< 25

15 -< 20

0 -< 15Total

EBmph

Hourly Averages

0.00.00.00.00.02.53.53.01.51.01.00.00.012.512:00 AM0.00.00.00.00.51.51.53.50.01.00.00.00.08.01:00 AM0.00.00.00.51.01.05.53.00.51.00.00.00.012.52:00 AM0.00.00.00.00.01.04.04.01.00.00.00.00.010.03:00 AM0.00.00.00.00.53.510.510.04.08.51.00.50.038.54:00 AM0.00.00.00.02.08.534.523.012.011.00.00.00.091.05:00 AM0.00.00.00.02.040.5130.072.559.040.04.00.00.0348.06:00 AM0.00.00.00.05.556.5191.5137.590.059.54.00.00.0544.57:00 AM0.00.00.50.04.550.0161.582.543.028.05.02.00.0377.08:00 AM0.00.00.00.53.531.5108.566.038.532.55.00.00.0286.09:00 AM0.00.00.00.02.042.0112.042.029.034.06.01.00.0268.010:00 AM0.00.00.00.02.038.0107.581.039.547.07.50.00.0322.511:00 AM0.00.00.50.06.543.089.543.033.030.57.52.00.0255.512:00 PM0.00.00.00.56.045.0114.057.528.033.011.01.50.0296.51:00 PM0.00.00.01.09.560.5100.043.035.036.07.53.00.0295.52:00 PM0.00.00.01.510.584.5199.0146.063.536.07.01.50.0549.53:00 PM0.00.00.01.05.565.0188.5118.560.049.57.01.00.0496.04:00 PM0.00.00.00.51.538.5151.0120.562.032.55.00.50.0412.05:00 PM0.00.00.00.52.032.0111.579.542.529.04.50.00.0301.56:00 PM0.00.00.00.01.519.048.549.025.021.03.50.00.0167.57:00 PM0.00.00.00.51.010.043.027.518.512.52.50.00.0115.58:00 PM0.00.00.00.01.09.530.013.05.08.51.50.00.068.59:00 PM0.00.00.00.01.07.520.514.07.04.51.50.00.056.010:00 PM0.00.00.00.00.53.07.59.51.01.50.00.00.023.011:00 PM

0.0 %0

70 -< 200

0.0

0.0 %0

65 -< 70

0.0

0.0 %2

60 -< 65

1.0

0.1 %13

55 -< 60

6.5

1.3 %138

50 -< 55

70.0

12.9 %1346

45 -< 50

694.0

36.7 %3835

40 -< 45

1973.5

23.5 %2456

35 -< 40

1249.0

13.1 %1368

30 -< 35

698.5

10.4 %1082

25 -< 30

558.0

1.7 %178

20 -< 25

92.0

0.2 %25

15 -< 20

13.0

0.0 %0

0 -< 15

0.0

10443

Total

5355.5

0 % (0)65 mph

0.1 % (15)55 mph

1.5 % (153)50 mph

14.4 % (1499)45 mph

51.1 % (5334)40 mph

74.6 % (7790)35 mph

87.7 % (9158)30 mph

45.890%

44.585%

40.350%

30.715%

Daily Average

Study Grand Totals

EB

35.9 - 45.9 mph 6698 vehicles (64.1 %)

Speeds Exceeded

Percentile Speeds(mph)

Pace Range

10%29.2

25 mph98.1 % (10240)

Average (Mean) 38.8 mph Minimum 16.7 mph Maximum 64.8 mph

10065A-1946V171219105717.rdf Report Date: 12/26/2017 5:07 PM


ProjectLocation

: Grimes TEAP Study: West 1st St(Nose of median), west of Brookeside Dr: 115.1000.01K

Tuesday, 12/19/2017 12:00 PM -Thursday, 12/21/2017 10:00 AM

70 -< 200

65 -< 70

60 -< 65

55 -< 60

50 -< 55

45 -< 50

40 -< 45

35 -< 40

30 -< 35

25 -< 30

20 -< 25

15 -< 20

0 -< 15Total

EBmph

Hourly Averages


0.6 %51

70 -< 200

26.5

2.4 %207

65 -< 70

111.0

11.3 %977

60 -< 65

517.0

34.1 %2938

55 -< 60

1552.5

32.4 %2797

50 -< 55

1474.5

15.7 %1356

45 -< 50

707.0

3.1 %264

40 -< 45

135.0

0.3 %30

35 -< 40

15.0

0.0 %1

30 -< 35

0.5

0.0 %0

25 -< 30

0.0

0.0 %0

20 -< 25

0.0

0.0 %3

15 -< 20

1.5

0.0 %2

0 -< 15

1.0

8626

Total

4541.5

0.6 % (51)70 mph

3.0 % (258)65 mph

14.3 % (1235)60 mph

48.4 % (4173)55 mph

80.8 % (6970)50 mph

96.5 % (8326)45 mph

99.6 % (8590)40 mph

62.190%

59.685%

54.250%

48.815%

Daily Average

Study Grand Totals

EB

49.6 - 59.6 mph 6060 vehicles (70.3 %)

Speeds Exceeded


Pace Range

10%48.0

35 mph99.9 % (8620)




ProjectLocation

: Grimes - IA 44 TEAP Study : West 1st St, west of Y Ave: 115.1000.01K


70 -< 200

65 -< 70

60 -< 65

55 -< 60

50 -< 55

45 -< 50

40 -< 45

35 -< 40

30 -< 35

25 -< 30

20 -< 25

15 -< 20

0 -< 15Total

EBmph

Hourly Averages

1.53.03.53.00.50.00.00.00.00.00.00.00.011.512:00 AM0.51.51.52.51.00.50.00.00.00.00.00.00.07.51:00 AM1.52.56.00.00.50.00.00.50.00.00.00.00.011.02:00 AM4.03.53.50.50.00.00.50.00.00.00.00.00.012.03:00 AM7.58.56.01.50.50.50.00.00.00.00.00.00.024.54:00 AM

12.528.523.06.50.51.00.00.00.00.00.00.00.072.05:00 AM25.551.560.047.550.025.55.01.00.50.00.00.00.0266.56:00 AM15.054.595.5100.585.568.519.04.00.00.00.00.00.0442.57:00 AM20.064.590.560.548.528.55.51.00.00.00.50.00.0319.58:00 AM11.563.077.045.521.010.56.50.50.00.00.00.00.0235.59:00 AM18.060.060.044.023.06.01.00.00.00.00.00.00.0212.010:00 AM14.068.071.052.030.014.01.00.00.00.00.00.00.0250.011:00 AM18.046.045.036.039.010.01.00.00.01.00.00.00.0196.012:00 PM19.551.070.552.027.019.04.01.50.00.00.00.00.0244.51:00 PM14.039.065.057.045.519.54.00.00.00.00.00.00.0244.02:00 PM7.029.586.5164.0182.594.027.04.51.00.00.00.00.0596.03:00 PM

13.065.5105.0123.080.053.511.00.00.00.00.00.00.0451.04:00 PM11.029.069.093.073.073.018.53.00.00.00.00.00.0369.55:00 PM9.034.548.051.566.549.016.51.50.50.00.00.00.0277.06:00 PM5.518.533.037.026.521.55.53.00.00.00.00.50.0151.07:00 PM7.025.534.517.012.510.50.00.50.00.00.00.00.0107.58:00 PM8.514.016.517.08.04.52.50.00.00.00.00.00.071.09:00 PM4.011.015.010.511.05.50.00.00.00.00.00.00.057.010:00 PM2.05.06.53.00.51.00.00.00.00.00.00.00.018.011:00 PM

5.2 %450

70 -< 200

250.0

16.0 %1381

65 -< 70

777.5

23.3 %2008

60 -< 65

1092.0

22.2 %1918

55 -< 60

1025.0

18.2 %1574

50 -< 55

833.0

11.6 %1002

45 -< 50

516.0

2.9 %254

40 -< 45

128.5

0.5 %42

35 -< 40

21.0

0.0 %4

30 -< 35

2.0

0.0 %1

25 -< 30

1.0

0.0 %1

20 -< 25

0.5

0.0 %1

15 -< 20

0.5

0.0 %0

0 -< 15

0.0

8636

Total

4647.0

44.5 % (3839)60 mph

66.7 % (5757)55 mph

84.9 % (7331)50 mph

96.5 % (8333)45 mph

99.4 % (8587)40 mph

99.9 % (8629)35 mph

100.0 % (8633)30 mph

67.790%

67.785%

58.450%

49.615%

Daily Average

Study Grand Totals

EB

56.2 - 66.2 mph 4061 vehicles (47.0 %)

Speeds Exceeded


Pace Range

10%48.0

25 mph100.0 % (8634)



Project No:Speed Grand Totals

ProjectLocation

: Grimes - IA 44 TEAP Study : West 1st St, East of Brookeside Dr: 115.1000.01K

Tuesday, 12/19/2017 11:00 AM -Thursday, 12/21/2017 10:00 AM

70 -< 200

65 -< 70

60 -< 65

55 -< 60

50 -< 55

45 -< 50

40 -< 45

35 -< 40

30 -< 35

25 -< 30

20 -< 25

15 -< 20

0 -< 15Total

WBmph

Hourly Averages


0.0 %1

70 -< 200

0.5

0.0 %2

65 -< 70

1.0

0.1 %9

60 -< 65

4.5

0.5 %50

55 -< 60

25.5

3.8 %390

50 -< 55

200.0

22.3 %2312

45 -< 50

1182.5

39.6 %4113

40 -< 45

2094.5

26.2 %2722

35 -< 40

1382.5

6.3 %651

30 -< 35

333.5

1.0 %107

25 -< 30

56.0

0.3 %26

20 -< 25

14.0

0.0 %2

15 -< 20

1.5

0.1 %6

0 -< 15

3.0

10391

Total

5299.0

0.0 % (3)65 mph

0.6 % (62)55 mph

4.3 % (452)50 mph

26.6 % (2764)45 mph

66.2 % (6877)40 mph

92.4 % (9599)35 mph

98.6 % (10250)30 mph

48.090%

46.585%

42.050%

36.815%

Daily Average

Study Grand Totals

WB

36.8 - 46.8 mph 7613 vehicles (73.3 %)

Speeds Exceeded


Pace Range

10%35.5

25 mph99.7 % (10357)



Project No:Speed Grand Totals

ProjectLocation:

: Grimes - IA 44 TEAP Study: West 1st St(Nose of median), west of Brookeside Dr: 115.1000.01K


70 -< 200

65 -< 70

60 -< 65

55 -< 60

50 -< 55

45 -< 50

40 -< 45

35 -< 40

30 -< 35

25 -< 30

20 -< 25

15 -< 20

0 -< 15Total

WBmph

Hourly Averages

4.05.54.01.51.00.00.00.00.00.00.00.00.016.012:00 AM4.02.53.04.00.51.50.00.00.00.00.00.00.015.51:00 AM1.52.01.01.51.50.00.00.00.00.00.00.00.07.52:00 AM0.00.52.00.00.00.50.00.00.00.00.00.00.03.03:00 AM3.53.02.53.52.00.00.00.00.00.00.00.00.014.54:00 AM8.54.08.08.51.50.50.51.00.00.00.00.00.032.55:00 AM

35.552.561.046.518.56.51.00.00.00.00.00.00.0221.56:00 AM66.5105.0189.0178.586.021.51.01.00.00.00.00.00.0648.57:00 AM70.560.081.563.024.09.53.53.00.00.00.00.50.0315.58:00 AM23.033.057.537.58.54.01.00.50.00.50.00.00.0165.59:00 AM24.042.047.036.016.01.00.00.00.00.00.00.00.0166.010:00 AM43.041.043.038.012.05.01.01.00.00.01.00.00.0185.011:00 AM31.048.054.047.517.56.50.00.00.00.00.00.00.0204.512:00 PM39.041.059.543.020.52.00.00.50.00.00.50.50.0206.51:00 PM35.569.573.550.522.54.50.00.00.00.00.00.00.0256.02:00 PM50.581.5121.084.032.59.01.52.01.50.00.00.00.0383.53:00 PM61.0112.0143.5111.535.08.50.50.00.00.00.00.00.0472.04:00 PM40.579.5135.5103.036.512.00.00.52.00.00.00.00.0409.55:00 PM20.045.074.064.523.59.51.00.00.00.00.00.00.0237.56:00 PM18.033.045.544.518.58.01.00.50.00.00.00.00.0169.07:00 PM15.023.042.031.013.56.00.00.00.00.00.00.00.0130.58:00 PM9.020.029.533.08.54.50.50.00.00.00.00.00.0105.09:00 PM6.56.012.014.05.51.00.00.00.00.00.00.00.045.010:00 PM4.04.010.53.51.51.00.50.00.00.00.00.00.025.011:00 PM

13.6 %1161

70 -< 200

614.0

20.5 %1744

65 -< 70

913.5

29.5 %2510

60 -< 65

1300.0

23.7 %2023

55 -< 60

1048.5

9.2 %786

50 -< 55

407.0

2.8 %239

45 -< 50

122.5

0.3 %25

40 -< 45

13.0

0.2 %19

35 -< 40

10.0

0.1 %7

30 -< 35

3.5

0.0 %1

25 -< 30

0.5

0.0 %2

20 -< 25

1.5

0.0 %2

15 -< 20

1.0

0.0 %0

0 -< 15

0.0

8519

Total

4435.0

63.6 % (5415)60 mph

87.3 % (7438)55 mph

96.5 % (8224)50 mph

99.3 % (8463)45 mph

99.6 % (8488)40 mph

99.9 % (8507)35 mph

99.9 % (8514)30 mph

70.990%

69.385%

62.150%

55.215%

Daily Average

Study Grand Totals

WB

56.2 - 66.2 mph 4949 vehicles (58.1 %)

Speeds Exceeded


Pace Range

10%53.2

25 mph100.0 % (8515)




ProjectLocation

: Grimes - IA 44 TEAP Study : West 1st St, west of Y Ave: 115.1000.01K


70 -< 200

65 -< 70

60 -< 65

55 -< 60

50 -< 55

45 -< 50

40 -< 45

35 -< 40

30 -< 35

25 -< 30

20 -< 25

15 -< 20

0 -< 15Total

WBmph

Hourly Averages

4.05.57.05.51.02.00.00.00.00.00.00.00.025.012:00 AM3.57.53.52.51.00.00.00.00.00.00.00.00.018.01:00 AM2.52.53.03.51.50.00.00.00.00.00.00.00.013.02:00 AM2.52.51.01.00.00.50.00.00.00.00.00.00.07.53:00 AM0.02.00.01.00.00.00.00.00.00.00.00.00.03.04:00 AM4.05.02.01.52.50.00.00.00.00.00.00.00.015.05:00 AM7.58.510.03.53.01.00.50.50.00.00.00.00.034.56:00 AM4.523.038.565.064.030.07.50.50.00.00.01.00.0234.07:00 AM7.521.558.5126.0185.5122.077.013.52.50.00.00.00.0614.08:00 AM

11.032.556.067.080.062.064.515.56.51.51.00.00.5398.09:00 AM13.034.043.046.025.09.02.50.50.00.00.00.00.0173.010:00 AM7.033.052.039.018.08.03.02.02.00.00.00.00.0164.011:00 AM

10.052.039.055.018.06.03.00.00.00.00.00.00.0183.012:00 PM9.036.056.059.033.014.01.03.02.00.00.00.00.0213.01:00 PM7.541.047.050.532.516.55.54.00.50.00.00.00.0205.02:00 PM6.033.558.063.537.523.514.03.52.50.00.00.00.0242.03:00 PM3.013.544.0102.0107.568.539.012.04.51.00.00.00.0395.04:00 PM6.036.576.096.0112.566.058.517.04.51.00.00.00.0474.05:00 PM6.535.066.5106.593.063.032.010.53.00.00.00.00.0416.06:00 PM7.031.041.049.548.535.529.02.50.50.00.00.00.0244.57:00 PM7.024.526.038.533.516.511.02.01.50.00.00.00.0160.58:00 PM7.524.534.529.020.07.04.02.00.00.00.00.00.0128.59:00 PM7.517.530.024.015.09.52.00.50.00.00.00.00.0106.010:00 PM2.09.510.014.06.50.50.50.50.00.50.00.00.044.011:00 PM

3.1 %266

70 -< 200

146.0

11.1 %943

65 -< 70

532.0

17.2 %1458

60 -< 65

802.5

23.0 %1945

55 -< 60

1049.0

21.4 %1809

50 -< 55

939.0

12.9 %1094

45 -< 50

561.0

8.3 %702

40 -< 45

354.5

2.1 %175

35 -< 40

90.0

0.7 %56

30 -< 35

30.0

0.1 %8

25 -< 30

4.0

0.0 %2

20 -< 25

1.0

0.0 %2

15 -< 20

1.0

0.0 %1

0 -< 15

0.5

8461

Total

4510.5

31.5 % (2667)60 mph

54.5 % (4612)55 mph

75.9 % (6421)50 mph

88.8 % (7515)45 mph

97.1 % (8217)40 mph

99.2 % (8392)35 mph

99.8 % (8448)30 mph

65.290%

63.685%

55.550%

46.515%

Daily Average

Study Grand Totals

WB

52.1 - 62.1 mph 4107 vehicles (48.5 %)

Speeds Exceeded


Pace Range

10%44.9

25 mph99.9 % (8456)



Project NoWeekly Volume, per Channel

ProjectLocation

: 115.1000.01K: grimes, IA: Grimes - IA 44 Teap Study

Interval StartMon

12/18/2017Tue

12/19/2017Fri

12/22/2017Wed

12/20/2017Thu

12/21/2017

EBSat

12/23/2017Sun

12/24/2017Mon - FriAverage Weekly Average

12:00 AM - - 11 14 - - - 12.5 12.51:00 AM - - 9 7 - - - 8.0 8.02:00 AM - - 14 11 - - - 12.5 12.53:00 AM - - 9 11 - - - 10.0 10.04:00 AM - - 39 38 - - - 38.5 38.55:00 AM - - 93 89 - - - 91.0 91.06:00 AM - - 362 334 - - - 348.0 348.07:00 AM - - 551 538 - - - 544.5 544.58:00 AM - - 384 370 - - - 377.0 377.09:00 AM - - 274 298 - - - 286.0 286.0

10:00 AM - - 268 - - - - 268.0 268.011:00 AM - 324 321 - - - - 322.5 322.512:00 PM - 252 259 - - - - 255.5 255.51:00 PM - 285 308 - - - - 296.5 296.52:00 PM - 301 290 - - - - 295.5 295.53:00 PM - 509 590 - - - - 549.5 549.54:00 PM - 484 508 - - - - 496.0 496.05:00 PM - 399 425 - - - - 412.0 412.06:00 PM - 379 224 - - - - 301.5 301.57:00 PM - 207 128 - - - - 167.5 167.58:00 PM - 131 100 - - - - 115.5 115.59:00 PM - 67 70 - - - - 68.5 68.5

10:00 PM - 71 41 - - - - 56.0 56.011:00 PM - 17 29 - - - - 23.0 23.0

12:00 AM - 12:00 PM

Volume

Peak Hours

Totals 0 3426 5307 1710 0

Factor

0 0 5355.5 5355.5

0.910.91---0.910.880.83-544.5544.5---538551324-

7:00 AM7:00 AM---7:00 AM7:00 AM11:00 AM-

Volume

12:00 PM - 12:00 AM

0.870.87----0.840.87-578.0578.0----603553-

3:15 PM3:15 PM----3:15 PM3:15 PM-

Factor


Project NoSeven Day Volume, per Channel

ProjectLocation

: 115.1000.01K: West 1st St(Nose of median), west of Brookeside: Grimes TEAP Study

Interval StartTue

12/19/2017Wed

12/20/2017Sat

12/23/2017Thu

12/21/2017Fri

12/22/2017

EBSun

12/24/2017Mon

12/25/2017Mon - FriAverage 7 Day Average

12:00 AM - 9 14 - - - - 11.5 11.51:00 AM - 11 7 - - - - 9.0 9.02:00 AM - 14 9 - - - - 11.5 11.53:00 AM - 8 10 - - - - 9.0 9.04:00 AM - 25 23 - - - - 24.0 24.05:00 AM - 73 69 - - - - 71.0 71.06:00 AM - 273 250 - - - - 261.5 261.57:00 AM - 421 406 - - - - 413.5 413.58:00 AM - 331 332 - - - - 331.5 331.59:00 AM - 220 261 - - - - 240.5 240.5

10:00 AM - 211 52 - - - - 211.0 211.011:00 AM 123 246 - - - - - 246.0 246.012:00 PM 204 201 - - - - - 202.5 202.51:00 PM 240 248 - - - - - 244.0 244.02:00 PM 251 230 - - - - - 240.5 240.53:00 PM 507 579 - - - - - 543.0 543.04:00 PM 439 439 - - - - - 439.0 439.05:00 PM 353 385 - - - - - 369.0 369.06:00 PM 350 189 - - - - - 269.5 269.57:00 PM 206 95 - - - - - 150.5 150.58:00 PM 122 82 - - - - - 102.0 102.09:00 PM 67 66 - - - - - 66.5 66.5

10:00 PM 74 34 - - - - - 54.0 54.011:00 PM 17 25 - - - - - 21.0 21.0

12:00 AM - 12:00 PM

Volume

Peak Hours

Totals 2953 4415 1433 0 0

Factor

0 0 4541.5 4541.5

0.930.93----0.920.84-453.5453.5----451456-

7:15 AM7:15 AM----7:15 AM7:15 AM-

Volume

12:00 PM - 12:00 AM

0.780.78-----0.750.81578.0578.0-----597559

3:15 PM3:15 PM-----3:15 PM3:15 PM

Factor



ProjectLocation

: 115.1000.01K: Grimes, IA: Grimes - IA 44 TEAP Study

Interval StartMon

12/18/2017Tue

12/19/2017Fri

12/22/2017Wed

12/20/2017Thu

12/21/2017

EBSat

12/23/2017Sun



10:00 AM - - 212 112 - - - 212.0 212.011:00 AM - - 250 - - - - 250.0 250.012:00 PM - 46 196 - - - - 196.0 196.01:00 PM - 237 252 - - - - 244.5 244.52:00 PM - 251 237 - - - - 244.0 244.03:00 PM - 562 630 - - - - 596.0 596.04:00 PM - 442 460 - - - - 451.0 451.05:00 PM - 351 388 - - - - 369.5 369.56:00 PM - 373 181 - - - - 277.0 277.07:00 PM - 201 101 - - - - 151.0 151.08:00 PM - 132 83 - - - - 107.5 107.59:00 PM - 78 64 - - - - 71.0 71.0

10:00 PM - 79 35 - - - - 57.0 57.011:00 PM - 15 21 - - - - 18.0 18.0

12:00 AM - 12:00 PM

Volume

Peak Hours

Totals 0 2767 4516 1511 0

Factor

0 0 4647.0 4647.0

0.820.82---0.850.80--473.0473.0---475471--

7:15 AM7:15 AM---7:15 AM7:15 AM--

Volume

12:00 PM - 12:00 AM

0.710.71----0.710.70-631.0631.0----663599-

3:15 PM3:15 PM----3:15 PM3:15 PM-

Factor


Project No:Weekly Volume, per Channel

ProjectLocation


Interval StartMon

12/18/2017Tue

12/19/2017Fri

12/22/2017Wed

12/20/2017Thu

12/21/2017

WBSat

12/23/2017Sun



10:00 AM - 105 207 - - - - 207.0 207.011:00 AM - 218 258 - - - - 238.0 238.012:00 PM - 266 303 - - - - 284.5 284.51:00 PM - 274 266 - - - - 270.0 270.02:00 PM - 284 316 - - - - 300.0 300.03:00 PM - 471 439 - - - - 455.0 455.04:00 PM - 685 508 - - - - 596.5 596.55:00 PM - 522 551 - - - - 536.5 536.56:00 PM - 323 303 - - - - 313.0 313.07:00 PM - 264 209 - - - - 236.5 236.58:00 PM - 161 189 - - - - 175.0 175.09:00 PM - 134 121 - - - - 127.5 127.5

10:00 PM - 60 50 - - - - 55.0 55.011:00 PM - 32 32 - - - - 32.0 32.0

12:00 AM - 12:00 PM

Volume

Peak Hours

Totals 0 3799 5226 1471 0

Factor

0 0 5299.0 5299.0

0.720.72---0.720.710.90-674.5674.5---673676219-

7:15 AM7:15 AM---7:15 AM7:15 AM10:45 AM-

Volume

12:00 PM - 12:00 AM

0.980.98----0.910.93-596.5596.5----584685-

4:00 PM4:00 PM----4:30 PM4:00 PM-

Factor


Project No:Weekly Volume, per Channel

ProjectLocation:


Interval StartMon

12/18/2017Tue

12/19/2017Fri

12/22/2017Wed

12/20/2017Thu

12/21/2017

WBSat

12/23/2017Sun



10:00 AM - - 166 36 - - - 166.0 166.011:00 AM - 36 185 - - - - 185.0 185.012:00 PM - 201 208 - - - - 204.5 204.51:00 PM - 223 190 - - - - 206.5 206.52:00 PM - 249 263 - - - - 256.0 256.03:00 PM - 401 366 - - - - 383.5 383.54:00 PM - 568 376 - - - - 472.0 472.05:00 PM - 405 414 - - - - 409.5 409.56:00 PM - 250 225 - - - - 237.5 237.57:00 PM - 193 145 - - - - 169.0 169.08:00 PM - 119 142 - - - - 130.5 130.59:00 PM - 118 92 - - - - 105.0 105.0

10:00 PM - 46 44 - - - - 45.0 45.011:00 PM - 25 25 - - - - 25.0 25.0

12:00 AM - 12:00 PM

Volume

Peak Hours

Totals 0 2834 4275 1482 0

Factor

0 0 4435.0 4435.0

0.660.66---0.660.66--728.5728.5---725732--

7:15 AM7:15 AM---7:15 AM7:15 AM--

Volume

12:00 PM - 12:00 AM

0.890.89----0.880.91-472.0472.0----420568-

4:00 PM4:00 PM----4:45 PM4:00 PM-

Factor



ProjectLocation


Interval StartMon

12/18/2017Tue

12/19/2017Fri

12/22/2017Wed

12/20/2017Thu

12/21/2017

WBSat

12/23/2017Sun



10:00 AM - - 186 160 - - - 173.0 173.011:00 AM - - 164 77 - - - 164.0 164.012:00 PM - - 183 - - - - 183.0 183.01:00 PM - - 213 - - - - 213.0 213.02:00 PM - 216 194 - - - - 205.0 205.03:00 PM - 238 246 - - - - 242.0 242.04:00 PM - 402 388 - - - - 395.0 395.05:00 PM - 575 373 - - - - 474.0 474.06:00 PM - 414 418 - - - - 416.0 416.07:00 PM - 265 224 - - - - 244.5 244.58:00 PM - 186 135 - - - - 160.5 160.59:00 PM - 120 137 - - - - 128.5 128.5

10:00 PM - 121 91 - - - - 106.0 106.011:00 PM - 45 43 - - - - 44.0 44.0

12:00 AM - 12:00 PM

Volume

Peak Hours

Totals 0 2582 4343 1613 0

Factor

0 0 4510.5 4510.5

0.730.73---0.760.71--766.0766.0---763769--

8:15 AM8:15 AM---8:15 AM8:15 AM--

Volume

12:00 PM - 12:00 AM

0.910.91----0.920.89-474.0474.0----422575-

5:00 PM5:00 PM----5:45 PM5:00 PM-

Factor


File Name : 24hr_Count_IA44 & BrookesideDr_2017-12-20Site Code : Start Date : 12/20/2017Page No : 1

IA 44 & Brookeside DrGrimes, IA115.1000.01KGrimes TEAP Study

Groups Printed- Cars+ - Heavy VehiclesBrookeside Dr

SBIA 44WB

Brookeside DrNB

IA 44EB

Start Time L T R P App. Total L T R P App. Total L T R P App. Total L T R P App. Total Int. Total

12:00 AM 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 612:15 AM 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 5 0 0 5 1012:30 AM 0 0 0 0 0 0 3 1 0 4 0 0 1 0 1 0 1 0 0 1 612:45 AM 0 0 0 0 0 0 3 0 0 3 0 0 2 0 2 0 1 0 0 1 6

Total 0 0 0 0 0 0 16 1 0 17 0 0 3 0 3 0 8 0 0 8 28

01:00 AM 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 1 3 0 0 4 901:15 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 201:30 AM 0 0 0 0 0 1 6 0 0 7 0 0 0 0 0 0 4 0 0 4 1101:45 AM 0 0 0 0 0 0 5 1 1 7 0 0 0 0 0 0 1 0 0 1 8

Total 0 0 0 0 0 1 17 2 1 21 0 0 0 0 0 1 8 0 0 9 30

02:00 AM 0 0 0 0 0 0 5 0 0 5 1 0 0 0 1 0 4 0 0 4 1002:15 AM 0 0 0 0 0 1 1 1 0 3 0 0 0 0 0 0 3 1 0 4 702:30 AM 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 402:45 AM 0 0 0 0 0 1 1 1 0 3 0 0 0 0 0 0 4 0 0 4 7

Total 1 0 0 0 1 2 8 2 0 12 1 0 0 0 1 0 13 1 0 14 28

03:00 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 103:15 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 303:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 403:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 3

Total 0 0 0 0 0 0 0 2 0 2 0 0 1 0 1 0 8 0 0 8 11

04:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 3 0 0 3 604:15 AM 0 0 0 0 0 1 3 0 0 4 0 0 1 0 1 0 3 0 0 3 804:30 AM 3 0 0 0 3 1 7 0 0 8 0 0 1 0 1 0 7 0 0 7 1904:45 AM 5 0 0 0 5 1 3 0 0 4 2 0 4 0 6 0 10 0 0 10 25

Total 8 0 0 0 8 3 15 0 0 18 2 0 7 0 9 0 23 0 0 23 58

05:00 AM 3 0 1 0 4 0 9 0 0 9 0 0 0 0 0 0 7 0 0 7 2005:15 AM 3 0 2 0 5 3 5 1 0 9 0 0 2 1 3 0 15 0 0 15 3205:30 AM 2 0 0 0 2 2 9 1 0 12 0 0 3 0 3 0 21 1 0 22 3905:45 AM 3 0 0 0 3 5 9 0 1 15 0 0 6 0 6 0 26 1 0 27 51

Total 11 0 3 0 14 10 32 2 1 45 0 0 11 1 12 0 69 2 0 71 142

06:00 AM 14 0 1 0 15 6 16 5 1 28 0 0 6 0 6 0 37 0 0 37 8606:15 AM 7 0 4 0 11 6 41 3 0 50 0 0 10 0 10 0 53 0 0 53 12406:30 AM 20 0 13 0 33 5 66 0 0 71 9 0 11 0 20 5 93 3 0 101 22506:45 AM 16 0 5 0 21 12 68 1 0 81 3 1 22 0 26 1 76 3 0 80 208

Total 57 0 23 0 80 29 191 9 1 230 12 1 49 0 62 6 259 6 0 271 643

07:00 AM 22 0 4 0 26 7 60 7 0 74 3 0 25 0 28 4 81 3 0 88 21607:15 AM 22 0 10 0 32 12 110 5 1 128 3 0 21 0 24 5 90 3 0 98 28207:30 AM 23 2 21 0 46 9 147 9 0 165 14 0 22 0 36 4 91 7 0 102 34907:45 AM 16 3 43 0 62 12 221 6 0 239 10 0 18 0 28 5 119 6 0 130 459

Total 83 5 78 0 166 40 538 27 1 606 30 0 86 0 116 18 381 19 0 418 1306

08:00 AM 7 0 22 0 29 17 119 9 0 145 9 1 9 0 19 11 102 7 0 120 31308:15 AM 13 1 5 0 19 13 35 7 0 55 4 0 12 0 16 1 70 3 0 74 16408:30 AM 11 0 3 0 14 12 34 3 0 49 0 1 12 0 13 0 70 5 0 75 15108:45 AM 9 0 7 0 16 7 50 7 0 64 5 1 8 0 14 2 60 0 0 62 156

Total 40 1 37 0 78 49 238 26 0 313 18 3 41 0 62 14 302 15 0 331 784

09:00 AM 8 0 6 0 14 10 48 8 0 66 2 0 16 0 18 3 41 3 0 47 14509:15 AM 7 0 0 0 7 6 44 4 0 54 1 1 6 0 8 2 47 1 0 50 11909:30 AM 4 0 0 0 4 4 37 7 0 48 1 1 11 0 13 5 39 1 0 45 11009:45 AM 5 1 2 0 8 9 31 8 0 48 3 0 10 0 13 0 74 2 0 76 145

Total 24 1 8 0 33 29 160 27 0 216 7 2 43 0 52 10 201 7 0 218 519

10:00 AM 3 0 1 0 4 10 41 0 0 51 5 0 8 0 13 1 44 0 0 45 113

Turning Movement Count Summary




SBIA 44WB

Brookeside DrNB

IA 44EB


10:15 AM 9 0 3 0 12 16 33 2 0 51 1 0 9 0 10 0 37 3 0 40 11310:30 AM 7 0 3 0 10 10 40 7 0 57 1 1 13 0 15 1 56 1 0 58 14010:45 AM 9 0 1 0 10 10 32 4 0 46 2 0 9 0 11 2 63 1 0 66 133

Total 28 0 8 0 36 46 146 13 0 205 9 1 39 0 49 4 200 5 0 209 499

11:00 AM 6 2 2 0 10 11 33 9 0 53 1 0 13 0 14 5 54 3 0 62 13911:15 AM 10 0 1 0 11 12 45 9 0 66 0 0 11 0 11 0 57 2 0 59 14711:30 AM 16 0 1 0 17 12 49 10 0 71 3 0 18 0 21 4 62 0 0 66 17511:45 AM 8 1 2 0 11 11 46 11 0 68 0 0 12 0 12 3 56 1 0 60 151

Total 40 3 6 0 49 46 173 39 0 258 4 0 54 0 58 12 229 6 0 247 612

12:00 PM 8 1 3 0 12 16 43 11 0 70 1 1 10 0 12 2 46 0 0 48 14212:15 PM 4 0 1 0 5 21 57 13 0 91 0 1 12 0 13 4 48 2 0 54 16312:30 PM 9 0 2 0 11 16 44 7 0 67 2 0 12 0 14 0 49 2 0 51 14312:45 PM 6 1 1 0 8 16 53 6 0 75 1 0 15 0 16 1 42 4 0 47 146

Total 27 2 7 0 36 69 197 37 0 303 4 2 49 0 55 7 185 8 0 200 594

01:00 PM 3 1 1 0 5 19 57 7 0 83 4 0 15 0 19 1 53 2 0 56 16301:15 PM 10 0 2 0 12 16 50 7 0 73 1 0 11 0 12 1 51 4 0 56 15301:30 PM 3 0 1 0 4 16 31 4 0 51 0 0 18 0 18 0 57 3 0 60 13301:45 PM 3 1 1 0 5 14 39 8 0 61 2 1 17 0 20 2 64 5 0 71 157

Total 19 2 5 0 26 65 177 26 0 268 7 1 61 0 69 4 225 14 0 243 606

02:00 PM 10 0 3 0 13 16 51 5 0 72 2 2 11 0 15 1 53 1 0 55 15502:15 PM 4 1 4 0 9 7 58 12 0 77 6 0 14 0 20 3 41 1 0 45 15102:30 PM 5 1 4 0 10 14 56 9 0 79 1 0 16 0 17 4 68 5 0 77 18302:45 PM 6 0 5 0 11 12 70 5 0 87 2 0 18 0 20 3 45 2 0 50 168

Total 25 2 16 0 43 49 235 31 0 315 11 2 59 0 72 11 207 9 0 227 657

03:00 PM 6 0 5 0 11 6 76 6 2 90 1 1 21 8 31 7 69 2 0 78 21003:15 PM 4 1 6 0 11 18 90 10 0 118 2 1 19 0 22 29 157 14 0 200 35103:30 PM 13 1 4 0 18 20 85 11 0 116 7 1 15 0 23 20 140 15 0 175 33203:45 PM 10 2 4 0 16 16 82 19 0 117 2 0 17 0 19 6 114 1 0 121 273

Total 33 4 19 0 56 60 333 46 2 441 12 3 72 8 95 62 480 32 0 574 1166

04:00 PM 6 0 8 0 14 12 108 16 0 136 1 0 18 0 19 5 88 3 0 96 26504:15 PM 13 2 2 0 17 11 82 19 0 112 2 0 15 0 17 7 117 7 0 131 27704:30 PM 10 1 4 0 15 26 82 23 0 131 1 2 25 0 28 9 92 2 0 103 27704:45 PM 12 1 4 0 17 22 77 29 0 128 4 1 17 0 22 7 101 4 0 112 279

Total 41 4 18 0 63 71 349 87 0 507 8 3 75 0 86 28 398 16 0 442 1098

05:00 PM 10 0 3 0 13 17 105 40 0 162 4 1 23 0 28 6 89 4 0 99 30205:15 PM 10 3 7 0 20 24 108 32 0 164 2 0 9 0 11 11 105 5 0 121 31605:30 PM 8 0 4 0 12 24 92 12 0 128 5 0 12 0 17 5 78 4 0 87 24405:45 PM 11 0 6 0 17 18 74 16 0 108 0 0 13 0 13 12 56 5 0 73 211

Total 39 3 20 0 62 83 379 100 0 562 11 1 57 0 69 34 328 18 0 380 1073

06:00 PM 12 0 0 0 12 14 65 21 0 100 2 0 6 0 8 4 50 5 0 59 17906:15 PM 7 1 4 0 12 8 54 3 0 65 0 0 8 0 8 4 48 4 0 56 14106:30 PM 10 0 3 0 13 20 48 13 0 81 3 2 15 0 20 5 36 4 0 45 15906:45 PM 3 0 3 0 6 9 40 12 0 61 3 0 6 0 9 2 21 5 0 28 104

Total 32 1 10 0 43 51 207 49 0 307 8 2 35 0 45 15 155 18 0 188 583

07:00 PM 6 0 0 0 6 9 40 13 0 62 1 2 18 0 21 2 20 1 0 23 11207:15 PM 2 0 0 0 2 7 37 17 0 61 1 1 3 0 5 3 29 0 0 32 10007:30 PM 3 1 2 0 6 10 35 6 0 51 0 0 5 0 5 1 18 2 0 21 8307:45 PM 2 0 0 0 2 6 28 4 0 38 1 0 5 0 6 1 16 1 0 18 64

Total 13 1 2 0 16 32 140 40 0 212 3 3 31 0 37 7 83 4 0 94 359

08:00 PM 7 3 0 0 10 5 42 10 0 57 0 0 5 0 5 3 11 0 0 14 8608:15 PM 2 1 1 0 4 6 26 13 0 45 3 0 3 0 6 3 28 4 0 35 90





SBIA 44WB

Brookeside DrNB

IA 44EB


08:30 PM 1 2 1 0 4 7 30 9 0 46 0 0 3 0 3 0 16 1 0 17 7008:45 PM 4 0 1 0 5 4 32 5 0 41 3 0 6 0 9 1 14 2 0 17 72

Total 14 6 3 0 23 22 130 37 0 189 6 0 17 0 23 7 69 7 0 83 318

09:00 PM 1 1 0 0 2 8 31 9 0 48 0 0 3 0 3 1 17 1 0 19 7209:15 PM 2 0 2 0 4 3 24 2 0 29 1 0 3 0 4 0 18 2 0 20 5709:30 PM 0 0 0 0 0 5 17 5 0 27 0 0 0 0 0 1 11 0 0 12 3909:45 PM 1 0 0 0 1 2 17 1 0 20 0 0 2 0 2 0 11 2 0 13 36

Total 4 1 2 0 7 18 89 17 0 124 1 0 8 0 9 2 57 5 0 64 204

10:00 PM 0 0 0 0 0 1 11 1 0 13 0 0 1 0 1 0 8 0 0 8 2210:15 PM 1 0 1 0 2 3 6 1 0 10 1 1 5 0 7 0 10 0 0 10 2910:30 PM 0 0 1 0 1 0 15 2 0 17 1 1 1 0 3 0 7 1 0 8 2910:45 PM 0 0 0 0 0 1 6 2 0 9 1 0 2 0 3 0 7 0 0 7 19

Total 1 0 2 0 3 5 38 6 0 49 3 2 9 0 14 0 32 1 0 33 99

11:00 PM 0 0 0 0 0 2 11 0 0 13 0 0 1 0 1 0 8 0 0 8 2211:15 PM 2 0 1 0 3 4 4 0 0 8 0 0 0 0 0 0 5 0 0 5 1611:30 PM 0 0 0 0 0 1 3 0 0 4 0 0 1 0 1 0 5 0 0 5 1011:45 PM 0 0 0 0 0 1 6 0 0 7 0 0 1 0 1 0 6 0 0 6 14

Total 2 0 1 0 3 8 24 0 0 32 0 0 3 0 3 0 24 0 0 24 62

Grand Total 542 36 268 0 846 788 3832 626 6 5252 157 26 810 9 1002 242 3944 193 0 4379 11479Apprch % 64.1 4.3 31.7 0 15 73 11.9 0.1 15.7 2.6 80.8 0.9 5.5 90.1 4.4 0

Total % 4.7 0.3 2.3 0 7.4 6.9 33.4 5.5 0.1 45.8 1.4 0.2 7.1 0.1 8.7 2.1 34.4 1.7 0 38.1Cars+ 537 35 261 0 833 763 3677 616 5 5061 155 26 788 8 977 235 3754 189 0 4178 11049

% Cars+ 99.1 97.2 97.4 0 98.5 96.8 96 98.4 83.3 96.4 98.7 100 97.3 88.9 97.5 97.1 95.2 97.9 0 95.4 96.3Heavy Vehicles 5 1 7 0 13 25 155 10 1 191 2 0 22 1 25 7 190 4 0 201 430% Heavy Vehicles 0.9 2.8 2.6 0 1.5 3.2 4 1.6 16.7 3.6 1.3 0 2.7 11.1 2.5 2.9 4.8 2.1 0 4.6 3.7




Brookeside Dr

IA

44 IA

44

Brookeside Dr

R

261 7

268 T

35 1

36 L

537 5

542 P

0 0 0

InOut Total877 833 1710 17 13 30

894 1740 846

R 616

10

626

T

3677

155

3832

L 763

25

788

P

5

1

6

Out

Tota

lIn

5079

5061

10140

217

191

408

5296

10548

5252

L155

2 157

T26 0

26

R788 22

810

P8 1 9

Out TotalIn

987 977 1964 30 25 55

1017 2019 1002

L235

7

242

T

3754

190

3944

R189

4

193

P

0

0

0

Tota

lO

ut

In4093

4178

8271

164

201

365

4257

8636

4379

12/20/2017 12:00 AM12/20/2017 11:45 PM Cars+Heavy Vehicles

North




Brookeside DrSB

IA 44WB

Brookeside DrNB

IA 44EB


Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:15 AM

07:15 AM 22 0 10 0 32 12 110 5 1 128 3 0 21 0 24 5 90 3 0 98 28207:30 AM 23 2 21 0 46 9 147 9 0 165 14 0 22 0 36 4 91 7 0 102 34907:45 AM 16 3 43 0 62 12 221 6 0 239 10 0 18 0 28 5 119 6 0 130 45908:00 AM 7 0 22 0 29 17 119 9 0 145 9 1 9 0 19 11 102 7 0 120 313

Total Volume 68 5 96 0 169 50 597 29 1 677 36 1 70 0 107 25 402 23 0 450 1403% App. Total 40.2 3 56.8 0 7.4 88.2 4.3 0.1 33.6 0.9 65.4 0 5.6 89.3 5.1 0

PHF .739 .417 .558 .000 .681 .735 .675 .806 .250 .708 .643 .250 .795 .000 .743 .568 .845 .821 .000 .865 .764Cars+ 68 5 93 0 166 49 572 27 1 649 35 1 70 0 106 21 383 21 0 425 1346

% Cars+ 100 100 96.9 0 98.2 98.0 95.8 93.1 100 95.9 97.2 100 100 0 99.1 84.0 95.3 91.3 0 94.4 95.9Heavy Vehicles 0 0 3 0 3 1 25 2 0 28 1 0 0 0 1 4 19 2 0 25 57% Heavy Vehicles 0 0 3.1 0 1.8 2.0 4.2 6.9 0 4.1 2.8 0 0 0 0.9 16.0 4.7 8.7 0 5.6 4.1

Brookeside Dr

IA

44 IA

44

Brookeside Dr

R

93 3

96 T

5 0 5

L

68 0

68 P

0 0 0

InOut Total49 166 215 6 3 9

55 224 169

R

27

2

29

T 572

25

597

L

49

1

50

P

1

0

1

Out

Tota

lIn

521

649

1170

19

28

47

540

1217

677

L35 1

36

T1 0 1

R70 0

70

P0 0 0

Out TotalIn

75 106 181 3 1 4

78 185 107

L

21

4

25

T383

19

402

R

21

2

23

P

0

0

0

Tota

lO

ut

In700

425

1125

29

25

54

729

1179

450

Peak Hour Begins at 07:15 AM Cars+Heavy Vehicles

Peak Hour Data

North




Brookeside DrSB

IA 44WB

Brookeside DrNB

IA 44EB


Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 11:30 AM

11:30 AM 16 0 1 0 17 12 49 10 0 71 3 0 18 0 21 4 62 0 0 66 17511:45 AM 8 1 2 0 11 11 46 11 0 68 0 0 12 0 12 3 56 1 0 60 15112:00 PM 8 1 3 0 12 16 43 11 0 70 1 1 10 0 12 2 46 0 0 48 14212:15 PM 4 0 1 0 5 21 57 13 0 91 0 1 12 0 13 4 48 2 0 54 163

Total Volume 36 2 7 0 45 60 195 45 0 300 4 2 52 0 58 13 212 3 0 228 631% App. Total 80 4.4 15.6 0 20 65 15 0 6.9 3.4 89.7 0 5.7 93 1.3 0

PHF .563 .500 .583 .000 .662 .714 .855 .865 .000 .824 .333 .500 .722 .000 .690 .813 .855 .375 .000 .864 .901Cars+ 36 2 7 0 45 57 184 45 0 286 4 2 48 0 54 13 200 3 0 216 601

% Cars+ 100 100 100 0 100 95.0 94.4 100 0 95.3 100 100 92.3 0 93.1 100 94.3 100 0 94.7 95.2Heavy Vehicles 0 0 0 0 0 3 11 0 0 14 0 0 4 0 4 0 12 0 0 12 30% Heavy Vehicles 0 0 0 0 0 5.0 5.6 0 0 4.7 0 0 7.7 0 6.9 0 5.7 0 0 5.3 4.8

Brookeside Dr

IA

44 IA

44

Brookeside Dr

R

7 0 7

T

2 0 2

L

36 0

36 P

0 0 0

InOut Total60 45 105 0 0 0

60 105 45

R

45

0

45

T 184

11

195

L

57

3

60

P

0

0

0

Out

Tota

lIn

284

286

570

16

14

30

300

600

300

L4 0 4

T2 0 2

R48 4

52

P0 0 0

Out TotalIn

62 54 116 3 4 7

65 123 58

L

13

0

13

T200

12

212

R

3

0

3

P

0

0

0

Tota

lO

ut

In195

216

411

11

12

23

206

434

228

Peak Hour Begins at 11:30 AM Cars+Heavy Vehicles

Peak Hour Data

North




Brookeside DrSB

IA 44WB

Brookeside DrNB

IA 44EB


Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 03:15 PM

03:15 PM 4 1 6 0 11 18 90 10 0 118 2 1 19 0 22 29 157 14 0 200 35103:30 PM 13 1 4 0 18 20 85 11 0 116 7 1 15 0 23 20 140 15 0 175 33203:45 PM 10 2 4 0 16 16 82 19 0 117 2 0 17 0 19 6 114 1 0 121 27304:00 PM 6 0 8 0 14 12 108 16 0 136 1 0 18 0 19 5 88 3 0 96 265

Total Volume 33 4 22 0 59 66 365 56 0 487 12 2 69 0 83 60 499 33 0 592 1221% App. Total 55.9 6.8 37.3 0 13.6 74.9 11.5 0 14.5 2.4 83.1 0 10.1 84.3 5.6 0

PHF .635 .500 .688 .000 .819 .825 .845 .737 .000 .895 .429 .500 .908 .000 .902 .517 .795 .550 .000 .740 .870Cars+ 33 4 19 0 56 66 342 53 0 461 12 2 68 0 82 57 474 31 0 562 1161

% Cars+ 100 100 86.4 0 94.9 100 93.7 94.6 0 94.7 100 100 98.6 0 98.8 95.0 95.0 93.9 0 94.9 95.1Heavy Vehicles 0 0 3 0 3 0 23 3 0 26 0 0 1 0 1 3 25 2 0 30 60% Heavy Vehicles 0 0 13.6 0 5.1 0 6.3 5.4 0 5.3 0 0 1.4 0 1.2 5.0 5.0 6.1 0 5.1 4.9

Brookeside Dr

IA

44 IA

44

Brookeside Dr

R

19 3

22 T

4 0 4

L

33 0

33 P

0 0 0

InOut Total112 56 168

6 3 9 118 177 59

R

53

3

56

T 342

23

365

L

66

0

66

P

0

0

0

Out

Tota

lIn

575

461

1036

26

26

52

601

1088

487

L12 0

12

T2 0 2

R68 1

69

P0 0 0

Out TotalIn

101 82 183 2 1 3

103 186 83

L

57

3

60

T474

25

499

R

31

2

33

P

0

0

0

Tota

lO

ut

In373

562

935

26

30

56

399

991

592

Peak Hour Begins at 03:15 PM Cars+Heavy Vehicles

Peak Hour Data

North


2012 Iowa DOT Speed Study

File Name : Delay_PM_IA 44 & Brookeside Dr_2017-12-20Site Code : Start Date : 1/18/2018Page No : 1

Ln.

No. Joined Queue Released From Queue

Delay

1 1 4:28:00 PM 4:28:06 PM 61 2 4:28:11 PM 4:28:46 PM 351 3 4:28:48 PM 4:28:49 PM 11 4 4:28:52 PM 4:28:54 PM 21 5 4:31:01 PM 4:31:08 PM 71 6 4:31:10 PM 4:31:22 PM 121 7 4:32:21 PM 4:32:28 PM 71 8 4:33:04 PM 4:33:16 PM 121 9 4:34:07 PM 4:34:31 PM 241 10 4:34:15 PM 4:34:43 PM 281 11 4:35:50 PM 4:36:07 PM 171 12 4:36:11 PM 4:37:08 PM 571 13 4:37:07 PM 4:37:20 PM 131 14 4:37:10 PM 4:37:24 PM 141 15 4:37:45 PM 4:38:46 PM 611 16 4:38:42 PM 4:38:51 PM 91 17 4:38:52 PM 4:39:40 PM 481 18 4:38:54 PM 4:39:42 PM 481 19 4:39:44 PM 4:39:50 PM 61 20 4:39:56 PM 4:40:41 PM 451 21 4:40:01 PM 4:41:07 PM 661 22 4:40:10 PM 4:41:37 PM 871 23 4:41:05 PM 4:42:14 PM 691 24 4:41:14 PM 4:42:36 PM 821 25 4:41:18 PM 4:42:39 PM 811 26 4:41:58 PM 4:42:41 PM 431 27 4:42:53 PM 4:43:01 PM 81 28 4:43:29 PM 4:44:06 PM 371 29 4:44:23 PM 4:45:05 PM 421 30 4:44:27 PM 4:45:08 PM 411 31 4:45:42 PM 4:45:56 PM 141 32 4:46:21 PM 4:46:26 PM 51 33 4:47:54 PM 4:48:10 PM 161 34 4:47:59 PM 4:48:31 PM 321 35 4:48:12 PM 4:48:32 PM 201 36 4:48:16 PM 4:48:54 PM 381 37 4:49:39 PM 4:49:47 PM 81 38 4:50:36 PM 4:51:12 PM 361 39 4:51:45 PM 4:51:54 PM 91 40 4:52:04 PM 4:52:16 PM 121 41 4:52:46 PM 4:53:09 PM 231 42 4:52:55 PM 4:53:15 PM 201 43 4:53:22 PM 4:53:33 PM 111 44 4:53:43 PM 4:53:53 PM 101 45 4:55:16 PM 4:55:22 PM 61 46 4:56:02 PM 4:56:08 PM 61 47 4:57:08 PM 4:57:15 PM 71 48 4:57:20 PM 4:57:40 PM 201 49 4:58:46 PM 4:59:08 PM 221 50 4:59:07 PM 4:59:17 PM 101 51 4:59:07 PM 4:59:23 PM 161 52 4:59:44 PM 4:59:50 PM 61 53 5:00:39 PM 5:00:49 PM 101 54 5:01:04 PM 5:01:08 PM 41 55 5:03:11 PM 5:03:34 PM 231 56 5:03:30 PM 5:03:38 PM 81 57 5:04:01 PM 5:04:04 PM 31 58 5:04:06 PM 5:04:17 PM 111 59 5:05:48 PM 5:05:56 PM 81 60 5:07:12 PM 5:07:17 PM 51 61 5:07:19 PM 5:07:38 PM 191 62 5:07:51 PM 5:07:57 PM 61 63 5:09:38 PM 5:10:24 PM 461 64 5:09:52 PM 5:10:27 PM 351 65 5:11:13 PM 5:11:20 PM 7


File Name : Delay_PM_IA 44 & Brookeside Dr_2017-12-20Site Code : Start Date : 1/18/2018Page No : 2

Ln.

No. Joined Queue Released From Queue

Delay

1 66 5:11:32 PM 5:11:39 PM 71 67 5:12:00 PM 5:12:02 PM 21 68 5:13:06 PM 5:13:16 PM 101 69 5:13:40 PM 5:13:47 PM 71 70 5:15:24 PM 5:15:55 PM 311 71 5:17:16 PM 5:17:41 PM 251 72 5:17:44 PM 5:17:48 PM 41 73 5:19:01 PM 5:19:20 PM 191 74 5:19:15 PM 5:19:41 PM 261 75 5:19:52 PM 5:20:11 PM 191 76 5:20:38 PM 5:20:43 PM 51 77 5:21:02 PM 5:21:11 PM 91 78 5:21:54 PM 5:21:57 PM 31 79 5:21:58 PM 5:22:13 PM 151 80 5:22:56 PM 5:23:01 PM 51 81 5:23:23 PM 5:23:28 PM 51 82 5:23:37 PM 5:23:43 PM 61 83 5:23:54 PM 5:24:05 PM 111 84 5:24:28 PM 5:24:45 PM 171 85 5:26:17 PM 5:26:39 PM 221 86 5:27:09 PM 5:27:12 PM 3

Summary Information:4:28:00 PM - 5:28:00 PM Brookeside DrTotal Vehicle Count: 86Delayed Vehicle Count: 86Through Vehicle Count: 0Average Stopped Time: 20.83Maximum Stopped Time: 87Min. Secs. for Delay: 0Average Queue: 0.50Queue Density: 1.43Maximum Queue: 4Delay in Vehicle Hour: 0.50Total Delay: 1791


Crash Severity

Fatal 0

Major Injury 0

Minor Injury 1

Possible/Unknown 1

Property Damage Only 7

9 Injury Status Summary

Fatal 0

Suspected serious/incapacitating 0

Suspected minor/non-incapacitating 2

Possible (complaint of pain/injury) 2

Uninjured 0

Fatal, not crash-related 0

Unknown 0

Not reported 0

4

Property Damage Total (dollars): 57,100.00

Average (per crash dollars): 6,344.44

Total Vehicles: 19.00

Average (per crash): 2.11

Total Occupants: 27.00


Property/Vehicles/Occupants

Fatalities/Fatal Crash: 0.00

Fatalities/Crash: 0.00

Injuries/Crash: 0.44

Major Injuries/Crash: 0.00

Minor Injuries/Crash: 0.22

Possible/Unknown Injuries/Crash: 0.22

Average Severity

01/31/2018 1 of 7

Safety Analysis, Visualization, and Evaluation Resource (SAVER)Quick Report

2013-2017

Major Cause

Animal 0

Ran stop sign 0

FTYROW: At uncontrolled intersection 0

FTYROW: From stop sign 1

FTYROW: Making left turn 2

FTYROW: From parked position 0

FTYROW: Other 0

Disregarded RR Signal 0

Crossed median (divided) 0

Aggressive driving/road rage 0

Exceeded authorized speed 0

Operating vehicle in an reckless, erratic, ca... 0

Passing: On wrong side 0

Passing: With insufficient distance/inadequa... 0

Passing: Other passing 0

Driver Distraction: Manual operation of an e... 0

Driver Distraction: Talking on a hands free ... 0

Driver Distraction: Other electronic device ... 0

Driver Distraction: Unrestrained animal 0

Driver Distraction: Inattentive/lost in thou... 0

Driver Distraction: Exterior distraction 0

Ran off road - straight 0

Lost control 0

Over correcting/over steering 0

Failure to signal intentions 0

Vehicle stopped on railroad tracks 0

Other: Improper operation 0

Other: Disregarded signs/road markings 0

Downhill runaway 0

Towing improperly 0

Equipment failure 0

Other: Getting off/out of vehicle 0

Improper backing 0

Illegally parked/unattended 0

Operator inexperience 0

Unknown 0

Other: No improper action 0

Ran traffic signal 0

Failed to yield to emergency vehicle 0

FTYROW: Making right turn on red signal 0

FTYROW: From yield sign 0

FTYROW: From driveway 0

FTYROW: To pedestrian 0

Drove around RR grade crossing gates 0

Crossed centerline (undivided) 1

Traveling wrong way or on wrong side of road 0

Driving too fast for conditions 0

Improper or erratic lane changing 0

Followed too close 4

Passing: Where prohibited by signs/markings 0

Passing: Through/around barrier 0

Made improper turn 1

Driver Distraction: Talking on a hand-held d... 0

Driver Distraction: Adjusting devices (radio... 0

Driver Distraction: Passenger 0

Driver Distraction: Reaching for object(s)/f... 0

Driver Distraction: Other interior distracti... 0

Ran off road - right 0

Ran off road - left 0

Swerving/Evasive Action 0

Failed to keep in proper lane 0

Traveling on prohibited traffic way 0

Other: Vision obstructed 0

Other: Disregarded warning sign 0

Other: Illegal off-road driving 0

Separation of units 0

Cargo/equipment loss or shift 0

Oversized load/vehicle 0

Failure to dim lights/have lights on 0

Improper starting 0

Driving less than the posted speed limit 0

Other 0

Not reported 0

9

01/31/2018 2 of 7


2013-2017

Time of Day/Day of Week

Day of Week12 AM

to 2 AM2 AM to

4 AM4 AM to

6 AM6 AM to

8 AM8 AM to

10 AM10 AM

to NoonNoon to

2 PM2 PM to

4 PM4 PM to

6 PM6 PM to

8 PM8 PM to

10 PM

10 PM to 12

AM

Not reporte

d Total

Sunday 0 0 0 0 0 0 0 1 0 0 0 0 0 1

Monday 0 0 0 0 0 0 0 1 0 0 0 0 0 1

Tuesday 0 0 0 0 0 0 0 1 1 0 0 0 0 2

Wednesday 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Thursday 0 0 0 0 0 0 0 2 1 0 1 0 0 4

Friday 0 0 0 0 0 0 0 0 0 1 0 0 0 1

Saturday 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 0 0 0 0 5 2 1 1 0 0 9

Manner of Crash Collision

Non-collision (single vehicle) 0

Head-on (front to front) 0

Rear-end (front to rear) 4

Angle, oncoming left turn 3

Broadside (front to side) 1

Sideswipe, same direction 0

Sideswipe, opposite direction 1

Rear to rear 0

Rear to side 0

Not reported 0

Other 0

Unknown 0

9 Surface Conditions

Dry 7

Wet 1

Ice/frost 1

Snow 0

Slush 0

Mud, dirt 0

Water (standing or moving) 0

Sand 0

Oil 0

Gravel 0

Not reported 0

Other 0

Unknown 0

9

Fixed Object Struck

Bridge overhead structure 0

Bridge/bridge rail parapet 0

Ditch 0

Ground 0

Guardrail - face 0

Concrete traffic barrier (median or right sid... 0

Cable barrier 0

Utility pole/light support 0

Traffic signal support 0

Fire hydrant 0

Tree 0

Snow bank 0

Wall 0

Other fixed object 0

Bridge pier or support 0

Curb/island/raised median 0

Embankment 0

Culvert/pipe opening 0

Guardrail - end 0

Other traffic barrier 0

Impact attenuator/crash cushion 0

Traffic sign support 0

Other post/pole/support 0

Mailbox 0

Landscape/shrubbery 0

Fence 0

Building 0

None (no fixed object struck) 19

19

01/31/2018 3 of 7


2013-2017

Driver Age/Driver Gender

Driver Age - 5 year Bins Female Male

Not reported Unknown Total

< 14 0 0 0 0 0

= 14 1 1 0 0 2

= 15 2 2 0 0 4

= 16 1 0 0 0 1

= 17 2 0 0 0 2

= 18 0 1 0 0 1

= 19 0 0 0 0 0

= 20 0 0 0 0 0

>= 21 and <= 24 0 0 0 0 0

>= 25 and <= 29 0 0 0 0 0

>= 30 and <= 34 0 1 0 0 1

>= 35 and <= 39 0 0 0 0 0

>= 40 and <= 44 0 1 0 0 1

>= 45 and <= 49 2 0 0 0 2

>= 50 and <= 54 0 1 0 0 1

>= 55 and <= 59 0 2 0 0 2

>= 60 and <= 64 1 0 0 0 1

>= 65 and <= 69 0 0 0 0 0

>= 70 and <= 74 1 0 0 0 1

>= 75 and <= 79 0 0 0 0 0

>= 80 and <= 84 0 0 0 0 0

>= 85 and <= 89 0 0 0 0 0

>= 90 and <= 94 0 0 0 0 0

>= 95 0 0 0 0 0

Not reported 0 0 0 0 0

Unknown 0 0 0 0 0

Total 10 9 0 0 19

Alcohol Test Given

None 18

Blood 0

Urine 0

Breath 0

Vitreous 0

Refused 0

Not reported 1

19

Drug Test Given

None 19

Blood 0

Urine 0

Breath 0

Vitreous 0

Refused 0

Not reported 0

19

Drug Test Result

Negative 0

Cannabis 0

Central Nervous Sys. depressants 0

Central Nervous Sys. stimulants 0

Hallucinogens 0

Inhalants 0

Narcotic Analgesics 0

Dissociative Anesthetic (PCP) 0

Prescription Drug 0

Not reported 19

Other 0

19

Drug/Alcohol Related

Drug 0

Alcohol (< Statutory) 0

Alcohol (Statutory) 0

Drug/Alcohol (< Statutory) 0

Drug/Alcohol (Statutory) 0

Refused 0

Under Influence of Alcohol/Drugs/Medications 0

None Indicated 9

9

01/31/2018 4 of 7


2013-2017

Crash Severity - Annual

Crash Year Fatal Major Injury Minor Injury Possible/UnknownProperty Damage

Only Total2008 0 0 0 0 0 0

2009 0 0 0 0 0 0

2010 0 0 0 0 0 0

2011 0 0 0 0 0 0

2012 0 0 0 0 0 0

2013 0 0 0 0 0 0

2014 0 0 0 0 1 1

2015 0 0 0 0 1 1

2016 0 0 1 0 1 2

2017 0 0 0 1 4 5

2018 0 0 0 0 0 0

Total 0 0 1 1 7 9

Severity/Year

01/31/2018 5 of 7


2013-2017

Injury Status - Annual

Crash Year Fatal

Suspected serious/incapac

itating

Suspected minor/non-

incapacitating

Possible (complaint of

pain/injury) UninjuredFatal, not

crash-related Unknown Total

2008 0 0 0 0 0 0 0 0

2009 0 0 0 0 0 0 0 0

2010 0 0 0 0 0 0 0 0

2011 0 0 0 0 0 0 0 0

2012 0 0 0 0 0 0 0 0

2013 0 0 0 0 0 0 0 0

2014 0 0 0 0 0 0 0 0

2015 0 0 0 0 0 0 0 0

2016 0 0 2 0 0 0 0 2

2017 0 0 0 2 0 0 0 2

2018 0 0 0 0 0 0 0 0

Total 0 0 2 2 0 0 0 4

Injury Status/Year

01/31/2018 6 of 7


2013-2017

Jurisdiction: StatewideYear: 2013, 2014, 2015, 2016, 2017Map Selection: YesFilter: None

Meeting the following criteria

Analyst Information

01/31/2018 7 of 7


2013-2017

Crash Severity

Fatal 0

Major Injury 2

Minor Injury 1

Possible/Unknown 2



Fatal 0




Uninjured 0


Unknown 0

Not reported 0

6














Average Severity

04/26/2018 1 of 7


2013-2017

Major Cause

Animal 1

Ran stop sign 0





FTYROW: Other 0
















Lost control 1






Downhill runaway 0

Towing improperly 0

Equipment failure 0


Improper backing 0



Unknown 0


































Improper starting 0


Other 1

Not reported 0

19

04/26/2018 2 of 7


2013-2017


Day of Week12 AM

to 2 AM2 AM to

4 AM4 AM to

6 AM6 AM to

8 AM8 AM to

10 AM10 AM

to NoonNoon to

2 PM2 PM to

4 PM4 PM to

6 PM6 PM to

8 PM8 PM to

10 PM

10 PM to 12

AM

Not reporte

d Total

Sunday 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Monday 0 0 0 0 0 2 0 1 1 0 0 0 0 4

Tuesday 0 0 0 1 0 0 0 4 2 0 0 0 0 7

Wednesday 0 0 0 0 0 0 0 1 1 0 0 0 0 2

Thursday 0 0 0 1 0 1 0 1 1 1 0 0 0 5

Friday 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Saturday 0 0 0 0 0 0 0 1 0 0 0 0 0 1

Total 0 0 0 2 0 3 0 8 5 1 0 0 0 19









Rear to rear 0

Rear to side 0

Not reported 0

Other 0

Unknown 0


Dry 13

Wet 4

Ice/frost 2

Snow 0

Slush 0

Mud, dirt 0


Sand 0

Oil 0

Gravel 0

Not reported 0

Other 0

Unknown 0

19

Fixed Object Struck



Ditch 1

Ground 0

Guardrail - face 0


Cable barrier 0



Fire hydrant 0

Tree 0

Snow bank 0

Wall 0




Embankment 0


Guardrail - end 0





Mailbox 1


Fence 0

Building 0


40

04/26/2018 3 of 7


2013-2017




< 14 0 0 0 0 0

= 14 0 0 0 0 0

= 15 6 3 0 0 9

= 16 5 2 0 0 7

= 17 4 2 0 0 6

= 18 0 0 0 0 0

= 19 0 0 0 0 0

= 20 0 1 0 0 1

>= 21 and <= 24 1 1 0 0 2

>= 25 and <= 29 1 0 0 0 1

>= 30 and <= 34 0 0 0 0 0

>= 35 and <= 39 3 0 0 0 3

>= 40 and <= 44 2 1 0 0 3

>= 45 and <= 49 0 2 0 0 2

>= 50 and <= 54 0 0 0 0 0

>= 55 and <= 59 0 2 0 0 2

>= 60 and <= 64 1 0 0 0 1

>= 65 and <= 69 0 0 0 0 0

>= 70 and <= 74 0 0 0 0 0

>= 75 and <= 79 0 0 1 0 1

>= 80 and <= 84 0 1 0 0 1

>= 85 and <= 89 0 0 0 0 0

>= 90 and <= 94 0 0 0 0 0

>= 95 0 0 0 0 0


Unknown 0 0 1 0 1

Total 23 15 2 0 40

Alcohol Test Given

None 39

Blood 0

Urine 0

Breath 0

Vitreous 0

Refused 0

Not reported 1

40

Drug Test Given

None 39

Blood 0

Urine 0

Breath 0

Vitreous 0

Refused 0

Not reported 1

40

Drug Test Result

Negative 0

Cannabis 0

Central Nervous System depressants 0

Central Nervous System stimulants 0

Hallucinogens 0

Inhalants 0



Prescription Drug 0

Not reported 40

Other 0

40


Drug 0





Refused 0


None Indicated 19

19

04/26/2018 4 of 7


2013-2017



Only Total2008 0 0 0 0 0 0

2009 0 0 0 0 0 0

2010 0 0 0 0 0 0

2011 0 0 0 0 0 0

2012 0 0 0 0 0 0

2013 0 0 0 0 3 3

2014 0 0 0 0 3 3

2015 0 1 0 1 2 4

2016 0 1 1 0 0 2

2017 0 0 0 1 6 7

2018 0 0 0 0 0 0

Total 0 2 1 2 14 19

Severity/Year

04/26/2018 5 of 7


2013-2017


Crash Year Fatal


itating


incapacitating




2008 0 0 0 0 0 0 0 0

2009 0 0 0 0 0 0 0 0

2010 0 0 0 0 0 0 0 0

2011 0 0 0 0 0 0 0 0

2012 0 0 0 0 0 0 0 0

2013 0 0 0 0 0 0 0 0

2014 0 0 0 0 0 0 0 0

2015 0 1 0 1 0 0 0 2

2016 0 1 1 1 0 0 0 3

2017 0 0 0 1 0 0 0 1

2018 0 0 0 0 0 0 0 0

Total 0 2 1 3 0 0 0 6

Injury Status/Year

04/26/2018 6 of 7


2013-2017



Analyst Information

04/26/2018 7 of 7


2013-2017

Crash Severity

Fatal 0

Major Injury 2

Minor Injury 3

Possible/Unknown 5



Fatal 0




Uninjured 0


Unknown 0

Not reported 0

15














Average Severity

01/31/2018 1 of 7


2013-2017

Major Cause

Animal 1

Ran stop sign 0





FTYROW: Other 0
















Lost control 1






Downhill runaway 0

Towing improperly 0

Equipment failure 1


Improper backing 0



Unknown 0


































Improper starting 0


Other 2

Not reported 0

39

01/31/2018 2 of 7


2013-2017


Day of Week12 AM

to 2 AM2 AM to

4 AM4 AM to

6 AM6 AM to

8 AM8 AM to

10 AM10 AM

to NoonNoon to

2 PM2 PM to

4 PM4 PM to

6 PM6 PM to

8 PM8 PM to

10 PM

10 PM to 12

AM

Not reporte

d Total

Sunday 1 0 0 0 0 0 0 1 0 0 0 0 0 2

Monday 0 0 0 2 0 2 0 2 1 0 0 0 0 7

Tuesday 0 0 0 2 0 0 0 5 3 0 0 0 0 10

Wednesday 0 0 0 0 1 2 0 1 1 0 0 0 0 5

Thursday 0 0 0 2 0 1 0 4 2 1 1 0 0 11

Friday 0 0 0 0 0 0 0 1 0 2 0 0 0 3

Saturday 0 0 0 0 0 0 0 1 0 0 0 0 0 1

Total 1 0 0 6 1 5 0 15 7 3 1 0 0 39









Rear to rear 0

Rear to side 0

Not reported 0

Other 1

Unknown 0


Dry 29

Wet 6

Ice/frost 4

Snow 0

Slush 0

Mud, dirt 0


Sand 0

Oil 0

Gravel 0

Not reported 0

Other 0

Unknown 0

39

Fixed Object Struck



Ditch 2

Ground 0

Guardrail - face 0


Cable barrier 0



Fire hydrant 0

Tree 0

Snow bank 0

Wall 0




Embankment 0


Guardrail - end 0





Mailbox 1


Fence 0

Building 0


82

01/31/2018 3 of 7


2013-2017




< 14 0 0 0 0 0

= 14 1 1 0 0 2

= 15 10 6 0 0 16

= 16 9 5 0 0 14

= 17 7 4 0 0 11

= 18 0 1 0 0 1

= 19 0 0 0 0 0

= 20 0 1 0 0 1

>= 21 and <= 24 1 1 0 0 2

>= 25 and <= 29 1 1 0 0 2

>= 30 and <= 34 1 2 0 0 3

>= 35 and <= 39 4 1 0 0 5

>= 40 and <= 44 2 4 0 0 6

>= 45 and <= 49 3 2 0 0 5

>= 50 and <= 54 1 2 0 0 3

>= 55 and <= 59 0 5 0 0 5

>= 60 and <= 64 2 0 0 0 2

>= 65 and <= 69 0 0 0 0 0

>= 70 and <= 74 1 0 0 0 1

>= 75 and <= 79 0 0 1 0 1

>= 80 and <= 84 0 1 0 0 1

>= 85 and <= 89 0 0 0 0 0

>= 90 and <= 94 0 0 0 0 0

>= 95 0 0 0 0 0


Unknown 0 0 1 0 1

Total 43 37 2 0 82

Alcohol Test Given

None 80

Blood 0

Urine 0

Breath 0

Vitreous 0

Refused 0

Not reported 2

82

Drug Test Given

None 81

Blood 0

Urine 0

Breath 0

Vitreous 0

Refused 0

Not reported 1

82

Drug Test Result

Negative 0

Cannabis 0

Central Nervous Sys. depressants 0

Central Nervous Sys. stimulants 0

Hallucinogens 0

Inhalants 0



Prescription Drug 0

Not reported 82

Other 0

82


Drug 0





Refused 0


None Indicated 39

39

01/31/2018 4 of 7


2013-2017



Only Total2008 0 0 0 0 0 0

2009 0 0 0 0 0 0

2010 0 0 0 0 0 0

2011 0 0 0 0 0 0

2012 0 0 0 0 0 0

2013 0 0 0 0 4 4

2014 0 0 1 1 5 7

2015 0 1 0 1 6 8

2016 0 1 2 0 3 6

2017 0 0 0 3 11 14

2018 0 0 0 0 0 0

Total 0 2 3 5 29 39

Severity/Year

01/31/2018 5 of 7


2013-2017


Crash Year Fatal


itating


incapacitating




2008 0 0 0 0 0 0 0 0

2009 0 0 0 0 0 0 0 0

2010 0 0 0 0 0 0 0 0

2011 0 0 0 0 0 0 0 0

2012 0 0 0 0 0 0 0 0

2013 0 0 0 0 0 0 0 0

2014 0 0 1 1 0 0 0 2

2015 0 1 0 1 0 0 0 2

2016 0 1 3 1 0 0 0 5

2017 0 0 0 6 0 0 0 6

2018 0 0 0 0 0 0 0 0

Total 0 2 4 9 0 0 0 15

Injury Status/Year

01/31/2018 6 of 7


2013-2017



Analyst Information

01/31/2018 7 of 7


2013-2017

IA 44 4/4/2018 - 4/4/2018

9 Crashes Clear

[2014815371]

[2015895157]

[20160918677]

[20160919046]

[20170970773]

[20170972861]

[20170980932]

[20171004337]

[20171018953]

(0) crashes could not be placed in this schematic

StraightStoppedUnknownBackingOvertakingSideswipe

ParkedErraticOut of controlRight turnLeft turnU-turn

PedestrianBicycleInjuryFatalityNighttimeDUI

Fixed objects:General PoleSignal CurbTree Animal

3rd vehicleExtra data

Pd' Programming, Inc. 4/4/2018

Crash Magic Online

ksomarajupalli

Typewritten Text

IA 44 & Brookside Dr Intersection

ksomarajupalli

Typewritten Text

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Text Box

Collision Diagram 6/1/2018 - 6/1/2018

19 Crashes Clear

3/5/2013

3/5/2013

12/4/2013

10/14/2014

10/14/2014

11/1

8/20

14

1/13/20153/12/2015

4/15/2015

10/1/2015

5/14/2016

8/1/2016

7/20/2017

9/14/2017

9/25/2017

9/25/2017

10/10/2017

10/19/2017

12/4/2017

(0) crashes could not be placed in this schematic

StraightStoppedUnknownBackingOvertakingSideswipe

ParkedErraticOut of controlRight turnLeft turnU-turn

PedestrianBicycleInjuryFatalityNighttimeDUI

Fixed objects:General PoleSignal CurbTree Animal

3rd vehicleExtra data

Pd' Programming, Inc. 6/1/2018

Crash Magic Online

ksomarajupalli

Typewritten Text

IA 44 & County Line Rd/ Y ave Intersection

ksomarajupalli

Typewritten Text

ksomarajupalli

Typewritten Text

ksomarajupalli

Typewritten Text

ksomarajupalli

Typewritten Text

ksomarajupalli

Typewritten Text

ksomarajupalli

Typewritten Text

ksomarajupalli

Typewritten Text

ksomarajupalli

Typewritten Text

ksomarajupalli

Text Box

00 100' 200'

00 100' 200'

00 100' 200'

COUNTY LINE ROAD

COUNTY LINE ROAD

HWY 44 (W

. 1ST STREET)

HWY 44 (W. 1ST STREET)

COUN

TY L

INE

ROAD

S.W

. 11T

H

AutoCAD SHX Text

POND

AutoCAD SHX Text

H.P.

AutoCAD SHX Text

POND

AutoCAD SHX Text

H.P.

AutoCAD SHX Text

POND

AutoCAD SHX Text

H.P.

AutoCAD SHX Text

H.P.

AutoCAD SHX Text

POND

AutoCAD SHX Text

H.P.

AutoCAD SHX Text

H.P.

Documents

TRAFFIC ENGINEERING ASSISTANCE PROGRAM Fox/TEAP... · Engineering Assistance Program (TEAP). TEAP is managed by the Iowa Department of Transportation and is partially funded through