Spot Speed Study Engineering 191H Autumn, 2011 Frederic Carrier, Seat 36 Erick Dommer, Seat 33 Nathan Kidder, Seat 34 Darren Nash, Seat 35 Instructor: Brooke C. Morin Class Section: 9:30 Lab Section: Wednesday, 9:30-11:18 Date of Experiment: 10/5/11 Date of Submission: 10/12/11 1. Introduction The purpose of this lab was to see if current speed limit enforcement is enough to keep drivers going the speed limit. To do this, cars were timed going through a 176-foot long speed trap. The resulting times were then used to find the average speed of cars. The data was gathered using the experiment described in Experimental Methodology in Section 2. The data that was gathered is shown in Results and Description in Section 3 and discussed in Discussion in Section 4. An overview of the experiment and a conclusion can be found in the Conclusion in Section 5. 2. Experimental Methodology This experiment only required a stop watch, a measuring device, and something used to mark the sidewalk. It also needed 3 people to run as smoothly as possible: a flagger, a timer, and a recorder. First off, a 176 foot long speed trap was measured and marked on the sidewalk. A diagram of the proper setup is shown in Figure 1 at the beginning of the next page. The flagger stood at the beginning of the speed trap and signaled to start the stop watch whenever a car drove by. The timer, who stood at the other end of the speed trap, had to use the stop watch to time how long it took for each car to cross the speed trap. The recorder marked all the times on the field sheet in order to find out the speed. This process was repeated many times to ensure good data. The experiment was performed under fair weather and dry roads from roughly 10 AM to 11 AM on October 5th, 2011 along northbound Olengtangy River Road which B1 is a 35 mph zone.times Figure 1: Diagram showing the proper way to set up the experiment. 3. Results and Descriptions All the times recorded were written down on the field sheet where they were converted from time groups into speed groups using the calculations shown in Equation 1. ๐๐๐๐๐ (๐๐โ) = 176 ๐๐๐๐ก 1 ๐๐๐๐ 3600 ๐ ๐๐ ∗ ∗ ๐ก ๐ ๐๐ 5280 ๐๐๐๐ก 1 โ๐๐ข๐ Equation 1: Conversion of time into speed The complete set of gathered data can be seen in Table A1 in Appendix A and in Figure A1 and A2. Table A1 shows the frequency of each speed group while Figure A1 and A2 show the graphs of frequency distribution and the cumulative frequency respectively. Other information such as mean, estimated standard deviation and calculated standard deviation were calculated using Equation B1, B2 B3 in Appendix B and charted in Table 1. B1 Table 1: Key information about the data. Data Information 33.5-43.5 Pace mph Percentage of vehicles in pace 72% Median 38 mph Mode 41 mph Mean 39.68 mph 85th percentile 43 mph 15th percentile 34 mph Estimated standard deviation 4.5 mph Calculated standard deviation 5.12 mph 4. Discussion One thing that the data clearly shows is that most drivers did not care about the speed limit that morning. This is easily seen when one looks at the mean, mode and median, all of which are higher than the 35 mph speed limit. Although the mean of the data was higher than the speed limit, the data still followed a somewhat normal distribution with a little skew to the left. B1 The data followed a normal pattern with 72% of its points located in the pace between 33.5 mph and 43.5 mph. One can also see from the cumulative frequency graph that only about 16% of drivers respected the 35 mph speed limit that morning. The data does not show much dispersion except a few outliers. Although the speeds would be much higher, one could expect around the same amount of dispersion doing the same experiment with race cars at the Indy 500 in normal green flag conditions, meaning that most car speeds would cluster around the mode of the data with minimal dispersion and few outliers. This is due to the fact that in both cases there was not anything near such as traffic, stoplights or pedestrians that would require drivers to stop causing more dispersion. If the same experiment had been conducted on a random Saturday down High Street with average traffic, pedestrians and many stop lights, one could assume that there would be much more dispersion and inconsistency in the data. Although the experiment gathered some good data, it could have been much more accurate if human error would have been taken out of it. If the experiment had some kind of sensor instead of a flagger and a timer armed with a stop watch, the data could be much more accurate and it would rid itself of error due to human error and reaction time. Another way to get more accurate data would be to make the data gathering process a little bit more discreet as to not let the drivers know they are being timed. Some drivers either accelerated or slowed down when they saw that they we being timed throwing off our data in the process. One way to fix this would be once again using small sensor or spreading out the groups and the group members to make it less obvious to the driver that they are being timed. The way this experiment was carried out gave good data but not complete data. Since it was conducted under fair weather and the road was dry when the experiment was done, we only have data for B1 fair days with dry roads. Also, we only have data for the hour between 10 AM and 11 AM. People’s driving tendencies might be affected a lot by different things such as the road condition, the time of day and the weather. In order to get a very complete and accurate set of data, the experiment would need to be carried out a few more times under different road conditions, weather conditions and at different times of the day. 5. Summary and Conclusions To see if current speed enforcement was enough to keep people driving the speed limit, a spot speed experiment was conducted. It was done by creating a speed trap and recording how long it took cars to go through the speed trap. Using some calculations, the times were then converted into speeds and graphed to allow for easier analysis. Looking at the data, it is easy to conclude that current law enforcement is not enough to get people to obey the speed limit on Olentangy River Road. 50% of the drivers who were timed were driving more than 3 mph above the 35 mph limit. Even if the experiment yielded some pretty conclusive data, it should be repeated under different road and weather conditions using something more accurate than a stop watch and something not as noticeable as a group of people standing on the sidewalk in order to get more accurate data. B1 Appendix A Figures and Charts B1 Table A1: Complete data table with speed groups, time groups and frequency Speed Group 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 64 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 Time Group Number of Vehicles 1.88 1.93 1 1.94 1.99 0 2.00 2.06 0 2.07 2.13 0 2.14 2.21 1 2.22 2.30 0 2.31 2.39 0 2.40 2.49 5 2.50 2.60 5 2.61 2.72 5 2.73 2.85 10 2.86 2.99 28 3.00 3.15 16 3.16 3.32 14 3.33 3.52 16 3.53 3.74 11 3.75 3.99 0 4.00 4.28 2 Total 114 B1 Appendix B Equations and Sample Calculations B1 Mean Calculation*: ๐ฅฬ = ∑ ๐๐ ๐ ๐ (B1) ๐ ๐๐ = ๐น๐๐๐๐ข๐๐๐๐ฆ ๐๐ ๐๐๐ ๐๐๐ฃ๐๐ก๐๐๐๐ ๐๐ ๐๐๐๐ข๐ ๐ ๐ ๐ = ๐๐๐๐๐๐ ๐ ๐๐๐๐ ๐๐ ๐๐๐๐ข๐ ๐ ๐๐ ๐๐โ ๐ = ๐๐๐ก๐๐ ๐๐ข๐๐๐๐ ๐๐ ๐๐๐ ๐๐๐ฃ๐๐ก๐๐๐๐ ๐ฅฬ = 2 ∗ 29 + 11 ∗ 33 + 16 ∗ 35 + 14 ∗ 37 + 16 ∗ 39 + 28 ∗ 41 + 10 ∗ 43 + 5 ∗ 45 + 5 ∗ 47 + 5 ∗ 49 + 1 ∗ 55 + 1 ∗ 63 114 ๐ฅฬ = 39.68 ๐๐โ Estimated Standard Deviation**: ๐85 −๐15 ๐ ๐๐ ๐ก = 2 (B2) ๐85 = 85๐กโ ๐๐๐๐๐๐๐ก๐๐๐ ๐15 = 15๐กโ ๐๐๐๐๐๐๐ก๐๐๐ ๐๐๐ ๐ก = 43 − 34 2 ๐๐๐ ๐ก = 4.5 ๐๐โ Calculated Standard Deviation**: ∑(๐ฅ๐ −๐ฅฬ )2 ๐=√ ๐−1 (B3) ๐ =√ 2(29 − 39.7)2 + 11(33 − 39.7)2 + 16(35 − 39.7)2 + 14(37 − 39.7)2 + 16(39 − 39.7)2 + 28(41 − 39.7)2 + 114 ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ ฬ 10(43 − 39.7)2 + 5(45 − 39.7)2 + 5(47 − 39.7)2 + 5(49 − 39.7)2 + (55 − 39.7)2 + (63 − 39.7)2 ๐ = 5.12 ๐๐โ *: Equation was taken from Analysis Write Up under the 191H Course Materials at Carmen.osu.edu **:Equation was taken from Spot Speed Lecture Slides under the 191H Course Materials at Carmen.osu.edu B1