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NCHRP 07â19(02) Final Report 31 Chapter 3: Combined Findings from Phases 1 and 2 A major component of the research involved field testing a variety of commercially available pedestrian and bicycle counting technologies by comparing the counts produced by the technologies with manual counts taken from video footage. The manual counts were assumed to represent correct, or âground truth,â counts. Counting technologies were then evaluated for accuracy (average error rate across all time periods) and consistency (degree to which similar accuracy rates are repeated for different time periods) based on comparison to the ground truth data. The term precision is also used to describe counting consistency. All of the manual counts were observed from videos taken at each test site. Videos were typically recorded for two periods of up to a week at each of the sites in the study, in an effort to test the technologies under a diverse set of environmental conditions, within the limitations of the project budget. For example, a set of test sites were selected in Davis, CA in Phase 1 because it has hot weather and high bicycle volumes, and a set of test sites were selected in Minneapolis because it has high volumes and cold temperatures. Digital copies of the videos were shipped from the test sites on DVDs and flash drives to the data reduction team in Berkeley. DATA ANALYSIS Data analysis involved three phases: graphical (exploratory) analysis, accuracy calculations, and correction functions. Graphical Analysis The first phase of the data analysis process involved plotting manual (ground truth) versus automated counts for each technology. For example, the initial plots depict the manual count values on the xâaxis versus the automated count values on the yâaxis (at 1âhour resolution, which has been used for all of the analysis). Figure 3â1 provides an example. The âovercountingâ region in this figure shows hours where the automated count exceeded the ground truth. The âundercountingâ region shows hours when the automated count was less than the ground truth. The diagonal dashed âperfect accuracyâ line indicates hours when the automated and ground truth counts matched each other. Note that when a data point falls on this line, undercounting and overcounting could be occurring that cancel each other out (e.g., four missed detections and four false positives), resulting in an automated count that matches the ground truth count.
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NCHRP 07â19(02) Final Report 33 Accuracy Calculations Four accuracy and precision measures were calculated for each technology. Average percentage deviation (APD) and weighted average percentage deviation (WAPD) are both measures of accuracy, while average of the absolute percentage deviation (AAPD) and Pearsonâs Correlation Coefficient (r) are measures of precision. These measures are described in more detail below. All analyses were carried out using the Python programming language. Average Percentage Deviation (APD) Average Percentage Deviation (APD) represents the overall divergence from perfect accuracy across all data collected. This is calculated as: ܣܲܦ ൠ1Ý෠ܣ௧ ൠܯ௧ ܯ௧ ௡ ௧àଵ where At is the automated count for time period t, Mt is the manual (ground truth) count in period t, and n is the total number of periods analyzed. This metric has the advantage of providing insight into what correction factors can be used for a given technology (as discussed in greater detail below), but does not provide as much detail on overall accuracy. In particular, overcounts and undercounts in different time periods can cancel each other out. Weighted Average Percentage Deviation (WAPD) To account for the lowâvolume bias of the APD measure, a volumeâweighted accuracy measure is also calculated, as: ܹܣܲܦ ൠ෠áܣ௧ àµÜ¯à¯§â ܯà¯à¯¡à¯àଵ á ௡ ௧àଵ WAPD is considered to be more reliable than APD, as it is not sensitive to deviations in lowâvolume hours. For example, consider two hours with ground truth volumes of 1 and 100 people. If there is a single false positive and it occurs during the first time period, the APD would be 50%, and the WAPD would be 0.99%. If the same false positive occurred in the second time period, the APD would be 0.5% and the WAPD would still be 0.99%. Thus, APD is highly sensitive to stochastic variation during lowâvolume periods, and is primarily included here to allow comparisons with other studies. Average of the Absolute Percentage Deviation (AAPD) AAPD helps to remedy the undercount/overcount cancellation problem with the APD. ܣܣܲܦ ൠ1Ý෠ฬ ܣ௧ ൠܯ௧ ܯ௧ ฬ ௡ ௧àଵ
NCHRP 07â19(02) Final Report 34 By taking the absolute values, over and undercounts of the same magnitude no longer balance each other out, but rather both count toward the total accuracy. However, this measure has the difficulty that percentage errors at low volumes can bias the results, as for example an overcount of 1 on a ground truth volume of 1 is calculated as a 100% overcount, whereas an overcount of 1 on a ground truth volume of 100 is calculated as a 1% overcount. Pearsonâs Correlation Coefficient (r) Pearsonâs r tells how correlated two variables are with each other, where r = +1 is total positive correlation, r = â1 is total negative correlation, and r = 0 is no correlation. With automated counters, the value of r will ideally be +1 between the ground truth volume and the automated count. That is, one perfectly predicts the other, although the two counts do not necessarily have to be equal. A correlation coefficient close to r = +1 suggests that one can reasonably estimate the volume by multiplying the automated count by a multiplicative adjustment factor. Pearsonâs coefficient is calculated as: Ý àµ â áºÜ¯à¯§ àµÜ¯à´¥á»áºÜ£à¯§ àµ Ì Ü£á» à¯¡à¯§àଵ ඥâ áºÜ¯à¯§ ൠܯഥá»à¬¶à¯¡à¯§àଵ ටâ áºÜ£à¯§ àµ Ì Ü£á»à¬¶à¯¡à¯§àଵ Correction Functions A number of accuracy correction functions were estimated for each technology. As the value being modeled is an integer variable, correction functions are modeled using Poisson regression estimated using maximumâlikelihood estimation. A logâlink function is considered, and the automated count is used as an âexposureâ variable. This is expressed mathematically as: ܯ௠~ Poissonáºß¤à¯á» lnáºß¤à¯á» ൠlnáºÜ£à¯á» ൠß௠ൠࢼà¢à¢ where ï· Mi is the manual (i.e. ground truth) count for observation hour i ï· ß¤à¯ is the (conditional) Poisson rate for the observation hour i ï· Ai is the automated count for the observation hour i ï· ß௠is the intercept, an estimated parameter corresponding to the baseline miscount rate ï· à¢¼ is a vector of additional estimated parameters corresponding to the effects of various factors on counter accuracy ï· à¢à¢ is a vector of values for additional factors, such as precipitation or lighting conditions, thought to potentially effect the accuracy of the counter The effect of modeling the accuracy in this way is that, by exponentiation, the Poisson rate can be expressed as:
NCHRP 07â19(02) Final Report 35 ߤ௠ൠܣà¯Ýà°à³à¬¾à¢¼à¢à¢ ൠܣà¯Ýà°à³Î à¯Ýà°à³à¯à³à³ That is, the rate is assumed to vary linearly with the automated count. If only an intercept (ßà¯á» is included in the model, the resulting value of Ýà°à³ is a simple multiplicative factor by which the automated count should be adjusted. In this formulation, any additional factors included in Xi will also have a multiplicative effect on the accuracy. For example, in studying the passive infrared technology, one of the estimated models includes an intercept and a fixed effect for the specific product with which the observation was collected. The intercept point estimate is 0.0388, with a value of 0.276 for the Product B term. The resulting correction function can thus be interpreted as ܯ௠ൠܣà¯Ý଴.଴ଷ଼଼ ൠ1.040 ൠܣ௠for Product A (the base), and ܯ௠ൠܣà¯Ý଴.଴ଷ଼଼Ý଴.ଶ଻଺ ൠ1.040 ൠ1.318 ൠܣ௠ൠ1.37 ൠܣ௠for Product B. Similar interpretations can be made for other effects. For each dataset, models were compared on the basis of the Akaike Information Criterion (AIC). The AIC is a measure of model fit which penalizes models based on the number of estimated parameters. For a given dataset, models with lower AIC values can be interpreted as fitting the data better. However, the AIC does not provide any information on absolute goodnessâofâfit (as measures such as R2 do). R2 is not used in this evaluation because it is not reliable for nonâGaussian models. Models were also evaluated based on the significance (compared against 0 using a tâtest) of individual parameter estimates. ANALYSIS BY TECHNOLOGY TYPE Radar Qualitative Experience For this study, a single radar unit was tested in a bicycle lane at the Oakland site. The bicycle lane is adjacent to a parking lane on the right and to two parallel vehicular travel lanes on the left, as shown previously in Figure 2â6. In addition, the site is located on a slight curve in the roadway. An analysis of the data indicates the tested device overcounts at this site. Motorized vehicles were observed encroaching the bicycle lane (âcutting the cornerâ); parking activity will also be registered as a bicycle detection. As the counter is buried in the pavement, its detection zone was estimated from the deviceâs technical specifications, which required some subjectivity on the part of the data collector to determine whether a given bicyclist traversed the detection zone or skirted its edge. It could not be determined with certainty whether the sensorâs detection area extended beyond the bicycle lane (in which case motorized vehicles at the edge of their lane could be detected) or fell short of the edge of the bicycle lane (in which case a bicycle riding along the edge of the lane might not be detected). If a bicyclist riding along the lane line (a frequent occurrence, likely due to the wellâutilized onâstreet parking at the site) was detected by the sensor, but the data collector misidentified this event as being outside the detection zone, it would result in an apparent
overcoun eliminate Based on motor ve understa character the detec passes th either mo where th In additio repeater the repea Accuracy In Figure count of b truth to b encroach apparent One outli automate would be removing (a) Bicy Figure 3â t, when in fa these error this experie hicles are lik nding of the istics of the tion zone. M rough the de stly segrega ere is not mu n to conside and receiver ter can be lo and Consis 3â3, two acc icyclists pas e a count of ments into t accuracy, su er was obser d count data an unreason this outlier clists Passing 3. Accur ct the error s, but there i nce, care sho ely to freque technology, reflected rad isidentificati tection zone ted facilities ch lane chan ration of the component cated from b tency uracy plots a sing through bicyclists pa he bicycle la ggesting tha ved at coord . This data p ably high nu dramatically Through Dete acy Plots fo was in the m s some possi uld be taken ntly encroac it classifies v ar pulse, wh ons appear t , so this tech (e.g., cycle t ging behavi sensor loca s of the syste oth the sens re shown. T the detecti ssing throug ne. The inclu t the sensor inates (1, 76 oint is from mber for th improves th ction Zone r Radar 36 anual valida bility of thei when insta h the senso ehicles as bi ich is govern o occur mos nology is lik racks, offâstr or, so that m tion, site sel m can be loc or and the r he plot on th on zone. The h the detect sion of these may in fact b ) that would 6:00 a.m. on is time perio e results. (b) Bicy N tion. All pos r occurrence lling radar c râs detection cycles or car ed in part b t frequently ely to work eet paths), o otor vehicle ection also n ated, as the eceiver. e left consid plot on the ion zone, plu car encroac e detecting likely be fla a rainy Sun d at this loca clists Plus Car CHRP 07â19 sible efforts . ounters to av zone. From s based on t y the crossâs when a sma best for coun r in shared l s are identif eeds to cons re are limits ers the grou right consid s a count of hments imp these events gged in a qu day, when 76 tion. As sho  Encroachmen (02) Final R were made t oid sites wh the authorsâ he ectional ma ll section of ting bicycle anes at loca ied correctly ider where t on how far a nd truth to b ers the grou car roves the . ality check o bicyclists wn in Table ts in Detection eport o ere ss in a car s in tions . he way e a nd f the 3â1,  ZoneÂ
NCHRP 07â19(02) Final Report 37 Table 3â1. Accuracy and Consistency Values for Radar Sensor Dataset APD AAPD WAPD r N Average Hourly Volume Bicyclists 256% 261% 18% 0.89 32 70 Bicyclists (no outlier) 23% 28% 14% 0.92 31 72 Bicyclists + perceived car encroachments 30% 62% â12% 0.94 32 93 Notes:  APD = average percentage deviation, AAPD = average of the absolute percent difference, WAPD = weighted average percentage deviation, r = Pearsonâs Correlation Coefficient. Effects of Environmental Conditions The radar sensor tested in this study was installed in Oakland, California and data were collected at times of year when there is relatively little variation in environmental conditions. Due to the limited amount of data collected in this study for this device, it is not possible to identify any effects of environmental conditions. The only observation of note is the one outlier hour discussed above, which was collected during heavy rain; however, this is a single observation, and therefore does not provide any significant statistical evidence of performance under these conditions. Other observations collected in the rain by this device were highly accurate, but there were only three rainy hours total in the dataset. Correction Functions Using the Poisson formulation above yields a multiplicative correction factor of 0.851 (95% CI: 0.816, 0.887). However, it is important to note that this result is based on just one site at which the particular mechanics of interaction with the adjacent traffic lane appear to have a substantial impact on the results (resulting in more overcounting than would generally be expected). Siteâ specific factors should be estimated for any new installation, and additional research is needed to generate more general adjustment factors for this technology. Thermal Imaging Camera Qualitative Experience One thermal imaging device was tested, at one location. This device required hardwiring into the electrical grid, which may limit its applicability to locations with access to electrical power. While this technology is designed to collect a variety of data types, including multimodal counts, this project only tested its ability to count bicyclists in a dedicated bicycle facility â specifically, a twoâ way cycle track segment with minimal intrusion by motor vehicles. This technology offers the ability to selectively identify events of interest to monitor. For this application, two overlapping bounding boxes were defined within the cameraâs field of view, with specified directionality. A count was recorded when a bicyclist passed through a bounding box in
the direct the data c than the b bounding sources o differenti Accuracy The therm The obse r=0.912 w Figure 3â Regressi Based on with the c there app multiplic develope AIC, and h ion specified ollector to m icycle or pe boxes that w f error. Futu ate bicyclist and Consis al imaging rved accurac ith a sampl 4. Accur on Correctio visual inspe aveat that th ears to be li ative factor. d; as shown ad significa for that box itigate bypa destrian faci ere defined re studies co s in mixed tr tency counter has y and precis e size of N=2 acy Plot for ns ction, it appe is result is b mited utility However, m in Table 3â2 nt pâvalues. . This featur ss errors by lity alone. H only extend uld vary thi affic or to di fairly high ac ion metrics 8. Thermal Im ars that the ased on a si to developin odels that in ,these show 38 e allows for defining the owever, due ed to the ed s configurati fferentiate b curacy with were APD=5 aging Senso thermal infr ngle counter g correction cluded rain a ed marginal N directional bounding b to the limite ge of the cyc on to test th icyclists from high consist .5%, AAPD= r ared camera at a single s functions m nd nighttim improvemen CHRP 07â19 counting, an ox to cover a d scope of th le track, to a e deviceâs ab pedestrian ency, as sho 22.5%, WAP âs accuracy ite. In light o ore comple e (as binary ts to overal (02) Final R d may also a wider exten is testing, th void conflat ility to s. wn in Figure D=2.7%, and function is li f this findin x than a simp variables) w l fit, based on eport llow t e ing 3â4. near, g, le ere the
NCHRP 07â19(02) Final Report 39 Table 3â2. Correction Functions for Active Infrared Sensor Intercept Night Rain AIC â0.0263 (0.163) âââ âââ 400 â0.0398 (0.045) âââ 0.146 (0.021) 397 â0.00567 (0.786) â0.105 (0.0295) âââ 397 Notes:  AIC = Akaike Information Criterion. Numbers in parentheses are P values; coefficients with a P value of 0.050 or less are significant at a 95% confidence level. Night is an indicator variable that is 1 when the starting time for the counting period is between sunset and sunrise, and 0 otherwise. Effects of Different Conditions Because only one thermal imaging sensor was tested in the research, there was not enough variation in the data to ascertain whether any siteâlevel factors had an impact on the accuracy. The following factors were hypothesized to have an effect: False Positives in Heavy Precipitation The modeling suggests that controlling for rain can yield a slight improvement in overall correction function fit. However, the estimated parameter values counterintuitively suggest that rainy hours are better expressed as undercounting than overcounting. This result suggests the need for further testing in inclement weather, which might best be accomplished with a disaggregate study design. Temperature The hypothesized effect of temperature on the operation of this technology is a âmaskingâ of objects when the ambient temperature approaches the object temperatures, or approximately 98oF. The maximum observed temperature for this technology during this study was 83oF, so this effect could not be evaluated. Passive Infrared Qualitative Experience Passive infrared sensors made up a significant proportion of the data in the study. According to the practitioner survey conducted during Phase 1 (Ryus et al. 2014b), these sensors are in wide use for collecting pedestrian volume data in singleâmode environments (e.g., sidewalks) and for collecting combined bicycle and pedestrian volume data in mixedâmode environments. As documented by the Phase 1 literature review (Ryus et al. 2014b), multiple studies have evaluated the accuracy of passive infrared sensors. The degree of difficulty associated with installing passive infrared sensors varied by product but was generally fairly simple. Temporary installations involved either bracketing a box with the sensor inside to an existing fixed object, such as a street sign pole, or screwâmounting a small sensor into a wooden surface. Permanent passive infrared sensor installations typically involve
NCHRP 07â19(02) Final Report 40 sinking a wooden post into the ground adjacent to the facility being counted, as is common when used as part of a combination sensor unit. Due care should be taken with the site design and installation for passive infrared sensors to avoid directing the sensor toward backgrounds that are likely to trigger false detections. Examples of problematic backgrounds include heavy foliage, windows, or background traffic or other movements. One example of an installationârelated issue from the testing experience involved the sensor being directed toward a planter box below a window, resulting in reflective interference that inflated counts. This problem was exacerbated with high ambient air temperatures that likely heated the foliage to a temperature approaching that of a human body. Another difficulty with passive infrared sensors is undercounting due to occlusion. These counters were observed to perform worse at higher volumes, especially Product B. Accuracy and Consistency The findings on passive infrared sensors corroborate the findings of previous studies. The passive infrared sensors demonstrated an overall average undercount rate (APD) of 10.0% and an AAPD of 17.0%. Figure 3â4 provides a combined graph of the accuracy of all three tested passive infrared products, as well as accuracy graphs for the individual products. A less accurate count rate was observed with one product compared to the other two, as demonstrated in Figure 3â4 and Table 3â2. All three products appear to follow a roughly linear profile, but one seems to have a lower slope (i.e., farther from 45°), suggesting that errors for this product propagate with volumes at a higher rate than the other products. Note that Product C, which is the new addition from Phase 2, was only tested at relatively low traffic volumes at one site (as part of a combination counter on a multiuse path), so direct comparison with the other two products is somewhat limited.
Figure 3â The fact t technolog installatio However counts ov obtained correctio needed to correctio DeviceâSp Evaluatin these tech calculate 5. Accur hat the prod y plays an im n are impor , as can be in er a variety from any of n factor need adjust the o n factors. ecific Accur g accuracy a nologies, bu separate fac (a) acy Plots of ucts had diff portant rol tant factors ferred from of volumes, the tested pr ed to adjust ther produc acy and Con nd consisten t given the v tors for each Combined Acc (b) Accuracy  Passive Infr erent error e in the coun to investigat Figure 3â5, a which mean oducts by si one produc tsâ counts, it sistency cy in aggreg aried result device prod 41 uracy of All Th of Individual P ared Senso rates indicat terâs accura e prior to pu ll three prod s that reason mply applyi tâs counts is is recomme ate is useful s for this spe uct and dev N ree Products roducts rs es that a ven cy and thus rchasing an ucts produc ably accurat ng a correcti substantially nded that us for evaluati cific techno ice tested. Ta CHRP 07â19 dorâs implem product sele d deploying ed relatively e volume es on factor. Be different th ers develop ng the overa logy, it is imp ble 3â3 show (02) Final R entation of ction and this technolo consistent timates coul cause the an the facto their own lo ll performan ortant to s the result eport this gy. d be rs cal ce of s.
NCHRP 07â19(02) Final Report 42 Table 3â3.  Accuracy and Consistency Metrics on a Siteâ and DeviceâSpecific Basis for Passive Infrared Sensors Site Product APD AAPD WAPD r N Average Hourly Volume Overall Average â â10% 17% â11% 0.96 392 261 Overall Product A A â1% 12% â4% 0.98 238 284 L St A â2% 10% â3% 0.94 39 537 Four Mile Run A 2% 8% 3% 0.90 42 171 Fell Street A â5% 10% â3% 0.97 26 43 15th Avenue A â5% 5% â4% 0.99 16 367 Key Bridge A â12% 13% â13% 0.99 48 393 Berkeley A â14% 14% 14% 0.96 6 151 Sycamore A 14% 15% 12% 0.99 24 160 Loyola A â18% 19% â18% 0.86 12 64 Overall Product B B â26% 26% â27% 0.98 115 263 Midtown Greenway B â26% 26% â27% 0.97 24 436 Four Mile Run B â21% 22% â21% 0.91 42 171 Key Bridge B â29% 29% â30% 0.98 31 351 Sycamore B â33% 33% â31% 0.85 18 96 Overall Product C C â14% 14% â14% 0.99 39 113 Four Mile Run C â14% 14% â14% 0.99 39 113 Notes: APD = average percentage deviation, AAPD = average of the absolute percent difference, WAPD = weighted average percentage deviation, r = Pearsonâs Correlation Coefficient, N = number of detectors, Average volume = hourly average pedestrian and bicycle counts based on video observation. Correction Functions The various correction function forms that were tested for passive infrared counters are presented in Table 3â4. Including a product fixed effect yields significantly improved results, further confirming that the particular implementation of the technology can affect results. Controlling for the product, significant effects on accuracy are found due to lighting conditions (ânightâ), rain, and hot weather. The positive signs on all of these parameters suggest that these conditions lead to
NCHRP 07â19(02) Final Report 43 greater degrees of undercounting, as the adjustment factor is positive. Similarly, Products B and C appear to have lower overall accuracy than Product A, again as suggested by the positive signs. Table 3â4. Regression Correction Functions Tested for Passive Infrared Sensors Intercept Night Rain Temperature Cold Hot Product B Product C AIC 0.117 (0.000) âââ âââ âââ âââ âââ âââ âââ 6265 â0.0391 (0.055) âââ âââ 0.00219 (7.13eâ15) âââ âââ âââ âââ 6205 0.0388 (0.000) âââ âââ âââ âââ âââ 0.276 (0.000) 0.107 (0.000) 4737 0.0375 (0.000) âââ âââ âââ âââ 0.0972 (0.000) 0.276 (0.000) 0.0926 (0.000) 4723 0.0372 (0.000) âââ âââ âââ 0.00828 (0.66) 0.0973 (0.000) 0.276 (0.000) 0.0929 (0.000) 4725 0.0346 (0.000) âââ 0.03 (4.46eâ3) âââ âââ âââ 0.279 (0.000) 0.111 (0.000) 4731 0.033 (0.000) âââ 0.0317 (2.69eâ3) âââ âââ 0.0999 (0.000) 0.28 (0.000) 0.096 (0.000) 4716 0.0363 (0.000) 0.0397 (4.09eâ3) âââ âââ âââ âââ 0.277 (0.000) 0.108 (0.000) 4731 0.0298 (0.000) 0.0443 (0.0014) 0.0338 (0.0014) âââ âââ 0.103 (0.000) 0.282 (0.000) 0.097 (0.000) 4708 Notes:  AIC = Akaike Information Criterion. Numbers in parentheses are P values; coefficients with a P value of 0.050 or less are significant at a 95% confidence level. Hot, cold, rain, and dark are indicator variables that are 1 when the condition is met and 0 otherwise. Night is defined as the starting time for the counting period being between sunset and sunrise. âColdâ represents temperatures below 30 °F and âhotâ represents temperatures over 90 °F. Environmental Condition Effects For passive infrared counters, the following effects of weather and other environmental conditions were hypothesized, with the conclusions enumerated below: Worse performance at higher volumes, due to a higher incidence of occlusion This effect appears to be more of a problem with Product B than Products A and C. Product A actually has negative coefficients in the automated count, which suggests that its performance is slightly better at high volumes. The magnitude of this term is small, however. Product B, on the other hand, demonstrates a stronger adverse effect of high volumes. This is a problem that has been documented for passive infrared counters in previous literature (Schneider et al. 2012, Ozbay et al. 2010), but it appears that it is a surmountable problem, given Product Aâs high accuracy even with high volumes.
Worse pe distinguis There is m 3â6, there than in th temperat problem most of th difficult t On the ot at very hi very cold attributed current r enough c recomme winter te Figure 3â Worse pe The data Figure 3â rformance at hing people f inimal evid are limited e overall da ures above 9 is that high t e data in th o conclusive her hand, th gh volumes. temperatur to heavily i esearch beca lothing to ha nded that pr mperatures 6. Passiv rformance in collected by 7. temperatur rom the bac ence of this data in the â taset. In this 0 ï°F, and âM emperatures e high tempe ly discern an e testing fou This is in co es and high v nsulating clo use the tem ve an effectâ actitioners u monitor dev e Infrared A heavy rain a NCHRP Proj es approachi kground effect sugges hotâ temper plot, âColdâ idâ refers to have a depr rature regim y difference nd no effect nflict with re olumes, wh thing. It is s peratures w temperatu sing passive ice performa ccuracy as nd/or snow ect 07â19 we 44 ng that of a ted in Table ature catego refers to tem anywhere in essing effec e did not ha s in accuracy of freezing te cent researc ere many mi uspected tha itnessed wer res did not d infrared se nce during c a Function o due to false p re sparse fo N human body, 3â4. Howev ry, with a m peratures b between. O t on nonmot ve very high . mperatures h (Andersen ssed detecti t this effect e not low en rop much be nsors in loca oldest cond f Temperat ositives r heavy rain CHRP 07â19 due to diffic er, as demon uch smaller v elow 30 ï°F, â ne difficulty orized volum volumes. It on detectio et al. 2014) ons occurred was not obs ough to war low 10 ï°F. I tions with e itions to ens ure and snow, a (02) Final R ulties strated in F olume rang Hotâ refers t in assessing es, such tha is therefore n accuracy, e conducted , which was erved in the rant heavyâ t is xtreme cold ure accuracy s indicated i eport igure e o this t ven at . n
Figure 3â However observed detection However undercou The testin whether operate b Active I Qualitati The testin device ap with prev The activ transmitt 7. Accur Range , during peri . On the surf s on passive , in the regre nting, as inc g was not a snow affects y detecting b nfrared ve Experien g only inclu peared to fu ious experie e infrared se er and recei acy Compar  ods of rain, n ace, this wou infrared sen ssion analys luding the ex ble to captur device perfo ody heat. ce ded one acti nction fairly nce with the nsor is mod ver have to b ison for Pas o substantia ld appear to sors, but fur is, it appears istence of ra e significant rmance. It s ve infrared s accurately, w technology erately easy e installed s 45 sive Infrare l overcount refute the p ther testing that rain m in as a facto snow event eems unlike ensor, a loan ith very hig (Lindsey et to install (no eparately an N d Sensors b s or other pe roposition t may be need ight actually r does impr s, to allow a ly, given tha from the U h consisten al., 2012). ground cut d aligned w CHRP 07â19 y Rain and T rformance i hat rain trig ed to confir lead to a gr ove model fi determinati t passive infr niversity of M cy. This expe ting required ith each othe (02) Final R emperatur ssues were gers false m this findin eater degree t. on about ared sensor innesota. T rience fits w ), although r. eport e g. of s his ell the
Accuracy The activ 3â8. In pa WAPD = â hours of d Figure 3â Regressi Based on again wit finding, th simple m were test fit was w Table 3â5 In 0.079 0.0 0.079 0.09 Notes:  AI a 9 Ni and Consis e infrared se rticular, volu 7.62%, r = 0 ata. 8. Accur on Correctio visual inspe h the caveat ere appears ultiplicative ed, both sep orse as indic . Corre tercept 3 (6.21eâ17) 816 (0.17) 5 (1.75eâ16) 06 (0.242) C = Akaike Inform 5% confidence le ght is an indicator tency nsor has fair me estimat .9979) with acy Plot for ns ction, it appe that this is o to be limite factor. Mode arately and a ated using A ction Functi â0.005 â0.01 ation Criterion. Nu vel.  variable that is 1 ly high accu es were foun a gradually i Active Infra ars that the nly based on d utility to d ls including s a linear su IC, as seen in ons for Acti Night âââ âââ 96 (0.909) 21 (0.857) mbers in parenth when the starting 46 racy with ve d to be very ncreasing un red Sensor active infrar a single cou eveloping co temperature m, but no sig Table 3â5. ve Infrared eses are P values  time for the coun N ry high cons precise (AP dercount. T ed accuracy nter at a sin rrection fun and night t nificant val Sensor Temper âââ â3.11eâ05 âââ â0.000142 ; coefficients with ting period is bet CHRP 07â19 istency, as s D = â6.61%, A hese values function is e gle site. In li ctions more ime (as a bin ues were fou ature   (0.968)   (0.885)  a P value of 0.050 ween sunset and (02) Final R hown in Figu APD = 7.33 are based on xtremely lin ght of this complex tha ary variable nd and over  or less are signif sunrise, and 0 oth eport re %, 34 ear, n a ) all AIC 266 268 268 270 icant at erwise.Â
NCHRP 07â19(02) Final Report 47 Effects of Different Conditions Because only one active infrared sensor was tested in the research, there was not enough variation in the data to ascertain whether any siteâlevel factors have an impact on the accuracy. Further, the inclementâweather data for this counter were quite sparse. The following factors were hypothesized to have an effect: Occlusion effects that increase with increasing volumes Occlusion does not appear to be a factor with increased volumes, given that undercount rates do not increase with volume, despite the observed site including relatively high volumes. False positives in heavy precipitation No time periods with heavy rain or snow were captured on camera for the site with the active infrared sensor, so no conclusions can be drawn on this topic from this study. While previous work has suggested that these events may trigger false positives, this effect has not been documented (Bu et al., 2007). Temperature Temperature does not appear to affect accuracy for the active infrared sensor. Pneumatic Tubes Qualitative Experience Pneumatic tubes were tested primarily on multiuse paths or bicycle lanes in this study. Bicycleâ specific pneumatic tubes, thinner and smaller than vehicle counting tubes, were primarily used, although a set of standard tubes (traditional motor vehicle tubes) was used at one site (Oakland) after the bicycleâspecific tubes were dislodged early in the study. The researchers experienced issues with the smaller bicycleâspecific tubes being dislodged at multiple sites during Phases 1 and 2, with various combinations of products and installation teams. The Oakland bicycleâspecific tubes were therefore replaced with standard tubes to reduce the chance of the tubes coming loose a second time. The tests of the third pneumatic tubes product (Product C) at onâstreet locations (Oakland and 15th Street NW in Washington, D.C.) included installing the pneumatic tubes across both the bicycle facility (lane/cycle track) and the adjacent general purpose travel lanes in the same direction to test the ability of bicycleâspecific tube counters to distinguish bicycles from motor vehicle traffic. During Phase 1, only one mixed traffic site produced usable data for pneumatic tubes, and the bicycle volumes on that facility were higher than the motor vehicle volumes. The two onâstreet facilities used in Phase 2, on the other hand, had substantially higher motor vehicle volumes than bicycle volumes, which is expected to be a more common situation for observing bicycles in mixed traffic. One site (15th Avenue in Minneapolis) proved problematic in multiple ways. First, during the initial data collection phase, the tube fasteners failed, causing the tubes to become free. After the tubes were reinstalled, they did not appear to function well, as shown in Figure 3â9. These data are from
two sets o tubes we longer pr inaccurat occasiona However counting. overall da Figure 3â Accuracy Figure 3â Figure 3â C with bic and site, a f pneumatic re damaged operly funct e counts is t lly occluded , this does no The data fro ta plot in Fi 9. Accur and Consis 10 plots accu 11 plots accu ycleâspecifi nd Table 3â tubes, one i during the p ional when t hat 15th Ave the camera t seem like t m these sen gure 3â10) a acy Plot for tency racy results racy results c and standa 5 provides a nstalled in e eriod when t hey were re nue has fair âs view of the he sole expl sors have be s the cause o Pneumatic for all tubes by the three rd tubes atta ccuracy and 48 ach bicycle l hey became installed. An ly high bus a counter for anation, give en omitted f f the errors Tubes at 15 that were t products te ched). Figur consistency N ane. One pos free to the e other possib nd truck tra 1â2 minute n the severi rom all follo is uncertain. th Avenue S ested (minus sted (includ e 3â12 plots statistics for CHRP 07â19 sible explan xtent that th le explanati ffic, and thes s in a 15âmin ty of both un wing analys ite the 15th Av ing a compa accuracy re all tubes. (02) Final R ation is that ey were no on for the e large vehic ute count p derâ and ov is (and the enue site). rison of Prod sults by prod eport the les eriod. erâ uct uct
Figure 3â The pneu counter t work. It c accuracy Universit were test tubes we sometime tubes or n crossed c 10. Accur matic tube d echnologies. an be seen in line are Fell y in Montrea ed, and it als re installed w s difficult fo ot because lose to the e acy Plot for ata present This result s Figure 3â12 Street in San l (Product B o has the hig ithin the bi r data collec the tubes we nd of the tub Pneumatic a number of uggests that that the sit Francisco a ). Rue Milton hest observ cycle lane bu tors to deter re at the edg es. 49 Tubes  distinct patt there are st es with the h nd Rue Milto is a mixed t ed bicycle vo t not into th mine wheth e of the field N erns, in cont rong siteâ an ighest diver n in Montre raffic site on lumes. On F e sharedâuse er the bicycl of view, an CHRP 07â19 rast with th d deviceâsp sion from th al (Product which pneu ell Street, th lane. For th ist rode ove d many bicy (02) Final R e other teste ecific effects e perfect A), and Rue matic tubes e pneumatic is site, it wa r the pneum clistsâ traject eport d at s atic ories
Figure 3â11. Accuracy Plot for Pneumatic 50 Tubes by Pr N oduct CHRP 07â19(02) Final Report
Figure 3â12. Accuracy Plot for Pneumatic 51 Tubes by Pr N oduct and S CHRP 07â19 ite (02) Final Report
NCHRP 07â19(02) Final Report 52 Table 3â6. Accuracy and Consistency Values for Pneumatic Tubes by Product and Site Site Product APD AAPD WAPD r N Average Volume Overall Average â â14.0% 16.6% â14.1% 0.986 259 166 Bicycleâspecific tubes â14.0% 16.6% â14.0% 0.986 242 173 Overall Product A A â9.5% 10.8% â11.1% 0.993 172 203 University A 0.5% 1.2% 0.6% 0.998 17 206 Key Bridge A â11.1% 11.3% â12.4% 0.981 48 97 L Street A â6.7% 10.8% â10.4% 0.991 45 62 Fell Street A â20.2% 20.2% â23.1% 0.987 23 248 Clarendon A â21.1% 21.1% â22.9% 0.999 3 23 Milton A â7.7% 7.7% â9.2% 0.997 36 503 Overall Product B B â52.6% 52.6% 39.9% 0.970 28 99 University B â34.3% 34.3% â34.8% 0.805 11 199 Eastbank B â64.4% 64.4% 59.4% 0.781 17  34 Overall Product C C â7.3% 16.6% â9.4% 0.920 43 76 Four Mile C 8.9% 9.2% 7.6% 0.996 22 75 15th Street NW C â24.2% 24.2% â26.6% 0.976 20 81 Oakland C â28.6% 28.6% â28.6% 1 14 Standard Tubes C â15.2% 17.1% â17.9% 0.936 17 62 Oakland C â15.2% 17.1% â17.9% 0.936 17 62 Notes: APD = average percentage deviation, AAPD = average of the absolute percent difference, WAPD = weighted average percentage deviation,  r = Pearsonâs Correlation Coefficient, N = number of detectors, Average volume = hourly average pedestrian and bicycle counts based on video observation. Effects of Environmental Conditions Frozen tubes The research team hypothesized that pneumatic tubes will become less sensitive in very cold temperatures, as the rubber in the tubes hardens. However, very little data were available in cold temperatures (below 30 ï°F), so these conditions were not extensively tested. It bears mentioning that in many cases, these conditions should not be experienced anyway, as pneumatic tubes are generally not intended to be used during winter conditions. Reduced accuracy due to aging tubes The rubber components of a pneumatic tube sensor system are a consumable that must be periodically replaced as they wear out. Tubes can develop cracks, holes, and weak spots that result in miscounts. Cases of total failures are fairly obvious to detectâno counts are produced. However, it was suspected that tubes might lose some accuracy as they age. To test this, one set of bicycleâ
NCHRP 07â19(02) Final Report 53 specific tubes was left installed on the Midtown Greenway for the duration of the study (~5 months). Accuracy rates were not substantially worse for this set of tubes than for others in the study. However, tubes installed in mixed traffic likely experience more rapid degradation based on the size and frequency of vehicles traveling across the tubes. Reduced accuracy in mixed traffic Two field tests of Product A were conducted in Montreal at the Rue Milton site, as well as field tests of Product C on Grand Avenue in Oakland and on 15th Street NW in Washington, D.C. At the Rue Milton site, tubes were deployed across a bicycle lane in one direction and across a shared lane in the opposite direction. At the Grand Avenue and Washington, D.C. test sites, the tubes were installed across a bicycle facility the two adjacent motor vehicle travel lanes to simulate the effects of a shared travel lane while allowing multiple counters to be tested at the same location. In the regression table below (Table 3â7), it can be seen that including an indicator variable for a counter being installed on a shared lane does not improve model fit, suggesting that there is no significant effect on accuracy. Regression Corrections Table 3â7 provides the parameters associated with the various regression models that were tested. Significant differences were found between Product A (the base), Product B, and Product C using standard tubes (but not Product C using bicycleâspecific tubes). Mixed traffic lanes, as discussed above, do not appear to have an effect. Temperature (when included as a linear term) does appear to have a significant effect on accuracy when controlling for differences between products, although this finding is somewhat equivocal as the mechanism behind the effect is not clear. However, a substantially better inâsample fit (measured by AIC) is seen for this model. Table 3â7. Correction Functions for Pneumatic Tubes  Intercept Shared Lane Temperature Tubes B Tubes C Tubes C Standard AIC 0.152 (0.000) âââ âââ âââ âââ âââ 4485 0.168 (0.000) âââ â0.000233 (0.693) âââ âââ âââ 4486 0.117 (0.000) âââ âââ 0.484 (0.000) â0.0189 (0.301) 0.0795 (0.0113) 3782 0.117 (0.000) âââ âââ 0.484 (0.000) 0.00406 (0.801) âââ 3788 0.121 (0.000) â0.00669 (0.515) âââ 0.481 (0.000) â0.0197 (0.281) 0.0826 (9.22eâ3) 3784 0.507 (0.000) âââ â0.00566 (0.000) 0.529 (0.000) â0.0792 (0.000) 0.052 (0.0991) 3711 Notes:  AIC= Akaike Information Criterion. Numbers in parentheses are P values; coefficients with a P value of 0.050 or less are significant at a 95% confidence level. Shared lane is an indicator variable that is 1 when both motorized vehicles and bicycles cross the tubes and 0 otherwise.Â
NCHRP 07â19(02) Final Report 54 Radio Beam Qualitative Experience The research team faced significant difficulties evaluating the accuracy of one of the radio beam sensors. The product that distinguished pedestrians from bicyclists (Product A) had to be mounted on both sides of the facility, with a maximum separation of 10 feet, which severely limited the choice of sites where the counter could be tested. The product specifications available online, used in selecting test sites, had indicated that the maximum separation was 12 feet, but the material that arrived with the product specified only 10 feet, which required the team to locate new test sites for the product, which ended up being narrow sections of multiuse paths. The narrower paths were also associated with lower pedestrian and bicycle volumes, which reduced the volume range over which the device could be tested. Product A also defaulted to beginning its count immediately when initiated, rather than aggregating into bins beginning on the hour, creating difficulty synchronizing the data collection intervals with the ground truth video. This was a setting that could be altered, but required going into an âadvanced settingsâ menu, which most of the installers did not realize. This meant that the automated counts collected corresponded to different time periods than the manual counts, as all other devices counted in 15âminute or 1âhour periods that began on the hour. However, this setup issue is a minimal problem in terms of collecting volume data in general, and in fact this device had far more flexibility than the others tested (e.g., time bins of any integer number of minutes, delayed count starts). Accordingly, counts had to be repeated for a number of radio beam counters, for example counting from 12:05â12:19, 12:20â12:34, 12:35â12:49, and 12:50â13:04. One counter used in this study was inadvertently set to count in 61âminute intervals, so manual counts for this site were redone using intervals corresponding to the same time periods. Finally, substantial data errors were encountered with the installations of Product A, and therefore results for Product A have been removed from the analysis. It is suspected that these data errors were due to the devices being installed on bridges containing large metal components, which was not a condition identified in the product instructions, but which the research team learned retrospectively may affect this technology. Accuracy and Consistency Figure 3â13 shows the accuracy plot for radio beam Product B, which provides a total of all passersâ by. As shown in Table 3â8, the device had high accuracy and precision over a large range of traffic volumes, and the results were similar across all sites in the study. The results for Product B presented in the Phase 1 report were based on raw count data that had not been adjusted for daylight savings time; this problem has been corrected in the results presented below.
Figure 3â  Table 3â8 Dataset Overall Average Four Mil Midtown 5th Aven Notes:  AP de Effects of The prim as is the c lighting, a variation radio bea between 13. Accur . Accur Pro e Run  ue D = average perc viation, r = Pearso Environme ary hypothe ase with all nd rain wer in the weath m sensors in modes. acy Plot for acy and Con duct AP â â10 B â6. B â11 B â12 entage deviation, nâs Correlation Co ntal Conditi sized source screenline se e not suspec er to evalua adverse we Radio Beam sistency Va D AA .0% 10 0% 6 .0% 11 .0% 12 AAPD = average o efficient . ons of error for nsors. Radi ted to be pro te any poten ather condit 55  Product B lues for Rad PD W .0% â .0% â .0% â .0% â f the absolute per radio beam o beams are blems. Duri tial effect of ions, and for N io Beam Pr APD 11.0% 6.0% 12.0% 13.0% cent difference, W sensors prio not optical d ng testing, th rain. Furthe radio beam CHRP 07â19 oduct B r 0.99 1.00 0.98 0.98 APD = weighted r to this stud evices, so te ere was ins r research is counters th (02) Final R N Ave Ho Vo 56 3 20 1 24 4 12 3 average percenta y was occlu mperature, ufficient warranted at distinguis eport rage urly lume 21 56 36 66 ge sion, for h
Inductiv Qualitati Inductive Both perm When eva addresse always co which is l and insta eliminate First, con 14. The lo is located located in maneuve the loop s Fell Stree also be co Figure 3â Second, c Minneapo zones. Tw surface lo between testing w errors for e Loops ve Experien loops were anent and t luating indu d. Bypass err ver the enti ikely a resul llation and h d. sider the em op is install immediatel the bicycle rs between b ensor. Simil t and are con nsidered a b 14. Poten onsider the lis. This site o sets of ind ops. Both se their edges a here the stri eastbound ce tested at a n emporary in ctive loops, ors arise be re width of t t of traffic pa elp minimiz bedded loop ed on a green y after a bicy lane. High bi icyclists, wh arly, cyclists tinuing stra ypass error tial Bypass embedded a is a very wi uctive loops ts of inducti nd the sides pe was shift bicyclists us umber of sit ductive loop a special typ cause of the he facility. Cy tterns and m e this error, installation âpainted bic cle route tur cycle volum ich can resu who have m ight) someti . Error Source nd surface lo de multiuse were instal ve loops are of the path, ed 1 to 2 feet ing the edge 56 es during th s were teste e of error, by sensorâs spa clists somet icroâdesign but in most o on Fell Stre ycle lane on ns left onto es on this fac lt in bypass ade a right t mes ride on s on Fell St op detectors path, with m led at this sit centered in a result of th into the ped line as a gui N is project, bo d. pass error, tially limited imes ride ar elements of nâstreet cas et in San Fra the left side Fell Street. T ility result i errors if the urn onto Fel the right sid reet installed on arked separ e: a set of pe the bicycle fa e restriping estrian zon de; the bypa CHRP 07â19 th onâ and o needs to be detection z ound the ed the facility. es it cannot ncisco, show of a oneâwa he inductiv n frequent p passing man l Street (or w e of the stre Midtown G ated pedestr rmanent loo cility, but h of the edgel e. This gap r sses seemed (02) Final R ffâstreet fac specifically one: loops d ge of the loo Good site de be fully n in in Figur y street. Thi e loops are assing euvers occu ere already et, which can reenway in ian and bicy ps and a set ave small ga ine just prio esulted in by to occur mo eport ilities. o not ps, sign e 3â s site r at on cle of ps r to pass re
frequentl estimatin difficult t Finally, co Arlington The path path. Hen Figure 3â Accuracy Figure 3â volume a plots rep Midtown of nearly lower vol volume a slightly a y at high vol g the accura o determine nsider the e , Virginia, sh has a constr ce, this site 15. Induc and Consis 16 compares nd the overa resent two s Greenway d 800 bicyclis umes, the fa ppears to inc ffected. umes. Note t cy of the loo the exact ed mbedded lo own in Figu ained width does not exp tive Loop Te tency the differen ll facility vol lightly differ ata collectio ts per hour), cility counts rease with v hat this effe ps when bicy ge of the det op detector re 3â15. The (8 to 10 feet erience subs sting on Ke ces in accur ume (includ ent data sets n process. Th which likely are underco olume, whe 57 ct was also p clists were ection zone on the Key B facility is a m ), and the lo tantial bypa y Bridge acy and cons ing bypass e , due to the a is is a very h biases the a unted. As ex reas detectio N roblematic f riding direct in the camer ridge betwe ultiuse path ops cover ro ss errors. istency base rrors). It is i forementio ighâvolume ccuracy dow pected, und n zone accu CHRP 07â19 or data colle ly over them a footage. en Washingt on the side ughly the en d on the det mportant to ned difficult site (peak v nwards. Ho ercounting o racy appear (02) Final R ction in term , in that it w on, D.C. and of the bridg tire width of ection zone note that th ies with the olumes obse wever, even f the facility s to be only v eport s of as e. the ese rved at ery
Figure 3â Table 3â9 (i.e., cons table, ind substanti Table 3â9 Notes: AP de Dataset All data All surfa Loyola Universit All embe Sycamor Clarendo Key Fell (a) Detect 16. Accur provides the idering only uctive loop s al difference . Accur D = average perc viation, r = Pearso Ty â ce S S y S dded E e E n E E E ion Zone Only acy Plots fo accuracy an those bicycl ensors are b between th acy and Con entage deviation, nâs Correlation Co pe AP  1.5  0.3  7.9  â5.0  1.9  6.6  â27.4  7.5  â9.6 r Inductive L d consistenc es that passe oth very acc e surface ind sistency Va AAPD = average o efficient. D AA % 8 % 7 % 10 % 5 % 8 % 7 % 27 % 7 % 9 58 oops y statistics f d through a urate and ve uctive loops lues for Ind f the absolute per PD W .3% .6% .8% .3% .5% .5% .4% â .7% .6% N (b) By or inductive loopâs detec ry precise. T and the emb uctive Loop cent difference, W APD â0.6% â3.1% 6.2% â4.7% 0.1% 5.4% 29.7% 6.2% â9.5% CHRP 07â19 pass Errors In loops, witho tion zone). A here does n edded indu s (Detection APD = weighted r 0.990 0.997 0.974 0.988 0.989 0.997 1.000 0.994 0.998 (02) Final R cluded ut bypass err s shown in ot appear to ctive loops.  Zone Accu average percenta N A H V 134 29 12 17 105 24 3 48 26 eport ors the be a racy) ge verage ourly olume 136 145 51 211 133 141 25 97 193Â
NCHRP 07â19(02) Final Report 59 Table 3â10 presents accuracy and consistency statistics for inductive loops when considering facility volumes (i.e., including bypasses) as the âground truth.â The facility volume was defined on a siteâbyâsite basis. For multiuse paths, all bicyclists were counted while riding on the path. For bicycle lanes, the volume included all bicyclists riding along the street. Accordingly, the facilityâlevel accuracy and consistency values presented here should not be taken as general truths, but rather as documentation of the range of values encountered for the sites on which inductive loops were installed in this study. While these are important performance considerations, they will vary substantially by site and therefore need to be evaluated on a caseâbyâcase basis when using devices that do not cover the entire width of a facility. Overall consistency rates are fairly high (Pearsonâs r > 0.95 for all sites), while accuracy rates varied substantially between sites. The multiuse path sites and cycletrack site had high accuracy rates, particularly when the inductive loops spanned the entire path width. The Midtown Greenwayâs inductive loops were both narrower than the path, with the surface loops being narrower than the embedded loops, and hence these loops undercounted the total facility volume. Similarly, the onâ street sites were subject to bypass errors from bicyclists riding outside of the bike lane. Table 3â10. Accuracy and Consistency Values for Inductive Loops (FacilityâLevel Accuracy) Notes: E = embedded, S = surface. APD = average percentage deviation, AAPD = average of the absolute percent difference, WAPD = weighted average percentage deviation, r = Pearsonâs Correlation Coefficient, N = number of detectors, Average volume = hourly average pedestrian and bicycle counts based on video observation.  Inductive loop bypass error can be mitigated in a number of ways, including selecting and designing sites with widths compatible with the loop detector parameters and avoiding locations that are unconstrained, allowing bicycle traffic to travel outside the intended travelway. However, these measures cannot necessarily be applied to onâstreet facilities where travel paths cannot be easily constrained and bicyclists may choose and be permitted to travel outside the marked bicycle lane. Dataset Type APD AAPD WAPD r N Average Hourly Volume All data â 90.4% 123.8% â19.4% 0.950 202 184 All surface S â10.8% 49.6% â35.3% 0.980 66 186 Loyola S â1.6% 8.2% â3.3% 0.977 12 56 L Street S 25.6% 98.6% â31.6% 0.500 20 79 Midtown S â35.4% 35.4% â38.1% 0.991 34 295 All embedded E 139.5% 159.7% â11.5% 0.971 136 183 Sycamore E 6.6% 7.5% 5.4% 0.997 24 141 Clarendon E â46.6% 46.6% â48.0% 0.996 3 33 Key E 7.5% 7.7% 6.2% 0.994 48 97 Midtown E â17.9% 17.9% â19.4% 0.996 31 321 Fell E â25.6% 25.6% â26.2% 0.991 26 236Â
NCHRP 07â19(02) Final Report 60 For these installations, siteâspecific correction factors should be developed to account for bypass errors and to improve the estimation of facility volumes. Effects of Environmental Conditions The age of inductive loops has been suggested as a potential issue for loop accuracy. However, this was not detected in the testing. One set of embedded loops that was tested was 3½ years old and another was 2 years old. However, as shown in Figure 3â15, which includes data from all of the counters, no data seem to be of especially bad quality despite these older systems being included in the study. Correction Functions As the graphical exploration and accuracy metrics discussed above suggest, inductive loops work very well when considering the accuracy through the âdetection zone.â This is additionally borne out by estimating correction functions, which when only an intercept was concluded showed both a very low parameter estimate (0.0065) and a 95% confidence interval on either side of 0, suggesting that no correction is needed. Correction functions are not separately considered for the facility counts, because the rates of this are largely a function of siteâspecific conditions, and therefore should be evaluated on a caseâbyâ case basis. General findings on the degree of bypass are an area for potential further study. Piezoelectric Strips Qualitative Experience Two piezoelectric strip sensors were tested in this study, both located at the Four Mile Run site. One was a preâexisting installation. The other was installed during Phase 1, but experienced technical problems that were fixed by the productâs new vendor in time for Phase 2. Accuracy and Consistency Figure 3â17 presents accuracy plots for the two tested devices. The results for Product A that were published in the Phase 1 reports failed to correct for daylight savings time; this error has been corrected in the results presented below, and the data for the product have been supplemented with additional data collection during Phase 2.
Figure 3â Both of th consisten are some are prom Table 3â1 Product Overall Product Product Notes: AP de co Effects of While the precipita condition Regressi As noted are neede tested bu 17. Accur e piezoelect cy over the r what limited ising for this 1. Accur AP â4.0 A â3.4 B â5.2 D = average perc viation, r = Pearso unts based on vid Environme re was limit tion on accur s. on Correctio above, the o d, and parti t was not fou acy Plot for ric strip sen ange of volu , to the exten technology. acy and Con D AA 0% 4.5 0% 3.7 0% 6. entage deviation, nâs Correlation Co eo observation. ntal Conditi ed adverse w acy. Further ns verall high a cularly not fo nd to be sig Piezoelectr sors tested i mes observ t that this t sistency Va PD 0% 0% 10% AAPD = average o efficient, N = num ons eather obse research sh ccuracy of th r environm nificant. The 61 ic Strips n this study ed, as indicat est was only lues for Pie WAPD â4.10% â3.40% â5.80% f the absolute per ber of detectors, rved, there ould be cons is technolog ental conditi pooled mod N showed very ed in Table conducted o zoelectric St r 0.995 0.997 0.994 cent difference, W  Average volume did not appe idered on th y suggests t ons. A fixed el with just CHRP 07â19 high accura 3â11. While n a single m rips N Av 120 81 39 APD = weighted = hourly average ar to be any e effects of hat no subst effect for the an intercept (02) Final R cy and these finding ultiuse path erage Hourl Volume 105 112 91 average percenta pedestrian and bi effect of very cold antial correc product wa is estimated eport s , they y ge cycle tions s to
NCHRP 07â19(02) Final Report 62 have an intercept value of 0.0415 (95% CI: 0.024, 0.059), suggesting a multiplicative adjustment factor of 1.04 (1.03, 1.06). Combination Counter (Pedestrian Estimates) Qualitative Experience Combination counters use multiple technologies to generate separate estimates of pedestrian and bicycle volumes. In this study, two combination counter technologies were tested. Both technologies used passive infrared detection to get aggregate counts, but one used inductive loops to get separate bicycle counts and the other used piezoelectric strips. The tested devices output estimates of pedestrian and bicycle volumes by default. These sensors have been evaluated separately in the previous sections, considering the sum of the automated and pedestrian count as the passive infrared sensorâs ground truth and considering the bicycle count as the inductive loopâs ground truth volume. Qualitative experiences have already been discussed, but here the accuracy and consistency of the countersâ inferred pedestrian volumes are discussed explicitly. It should be noted that the error in the pedestrian count depends in part on the errors in the bicycle and total counts (as the pedestrian volume is estimated by subtracting the bicycle count from the total count), but the focus here is on evaluating the need to correct the count data produced by a combination counter. Accuracy Description Figure 3â18 shows the pedestrian volume estimate accuracy based on data for both sites. Figure 3â 19 distinguishes the data between the two products, while Table 3â12 gives calculated accuracy and consistency metrics. These devices appear to work well on the whole, with a high consistency rate (Pearsonâs r = 0.992). The Sycamore Park detector and the piezoelectric stripsâbased detector both had fairly poor accuracy and precision metrics, but these are largely attributable to the relatively low pedestrian volumes observed at these sites. As previously discussed, a small number of detection errors at a lowâvolume site results in a large percentage deviation.
Figure 3â Figure 3â The insta due to oc 18.  Accur 19. Accur Count llation at the clusion effec acy Plot for acy and Con ers Compar Key Bridge ts) with a hi Pedestrian sistency Plo ing Two Pro site, on the o gh rate of co 63 Volumes Es ts for Pede ducts ther hand, s nsistency, as N timated fro strian Volum hows net un indicated in CHRP 07â19 m Combina es from Co dercounting Table 3â12. (02) Final R tion Counte mbination (as expecte eport rs d
NCHRP 07â19(02) Final Report 64 Table 3â12. Accuracy and Consistency Metrics for Pedestrian Volumes from Combination Counters Regression Corrections Table 3â13 shows the correction functions developed for pedestrian volume estimates using combination counters. The analysis was restricted to considering an interceptâonly model with a binary factor representing the product type. It appears that considering the two products separately produces substantially better results. Caution is advised with these results, however, due to the limited range of conditions under which observations were taken, particularly the limited volume range for the piezoelectricâbased sensor. Table 3â13. Correction Functions Estimated for Pedestrian Volumes from Combination Counters Intercept Piezo Sensor AIC 0.199 (0.000) âââ 1412 0.179 (0.000) 0.424 (0.000) 1283 Dataset APD AAPD WAPD r N Average Hourly Volume All data 8.8% 54.8% â18.0% 0.992 111 140 Combination passive infrared/inductive loops 36.6% 61.4% â16.4% 0.991 72 204 Sycamore 145.7% 148.3% 60.9% 0.751 24 19 Key Bridge â17.9% 17.9% â18.9% 0.982 48 296 Combination passive infrared/piezoelectric â42.7% 42.7% â45.3% 0.648 39 22Â
NCHRP 07â19(02) Final Report 65 SUMMARY Table 3â14 provides a combined comparison of accuracy and consistency values by site, product, and counting technology. Table 3â14. Accuracy and Consistency Values for all Technologies by Site and Product Technology Subset APD AAPD WAPD r N Average Hourly Volume Passive Infrared All data â3.5% 22.5% â9.5% 0.938 398 258 Product A 8.7% 22.2% â1.6% 0.949 244 279 Product B â26.0% 26.4% â27.0% 0.982 115 263 Product C â13.5% 13.5% â13.6% 0.988 39 113 Four Mile (A) 2.1% 8.0% 2.9% 0.897 42 171 Four Mile (B) â21.1% 22.1% â20.9% 0.913 42 171 Four Mile (C) â13.5% 13.5% â13.6% 0.988 39 113 Key (A) â12.3% 12.6% â12.7% 0.988 48 393 Key (B) â28.6% 28.6% â30.1% 0.982 31 351 L Street 53.1% 63.2% 4.5% 0.865 45 474 Loyola â18.5% 19.5% â18.1% 0.863 12 64 Sycamore (A) 14.1% 14.7% 12.0% 0.993 24 160 Sycamore (B) â32.8% 32.8% â30.8% 0.852 18 96 15th Ave â4.9% 5.4% â4.1% 0.995 16 367 5th Ave 10.0% 22.4% 1.4% 0.872 31 294 Fell â4.6% 9.6% â3.0% 0.968 26 43 Active Infrared All data â6.6% 7.3% â7.6% 0.998 34 327 Thermal Camera All data 5.5% 22.5% 2.7% 0.912 28 101 Radar All data 23.0% 28.0% 14.0% 0.920 31 72 Pneumatic Tubes  All data â15.3% 17.7% â14.8% 0.986 279 160 Product A â9.5% 10.8% â11.1% 0.993 172 203 Product B â45.9% 45.9% â41.9% 0.889 47 117 Product C  (bikeâspecific tubes) â5.4% 14.8% â7.5% 0.938 43 76 Product C (standard tubes) â15.2% 17.1% â17.9% 0.936 17 62 Clarendon â21.1% 21.1% â22.9% 0.999 3 23 Key â11.1% 11.3% â12.4% 0.981 48 97 L Street â6.7% 10.8% â10.4% 0.991 45 62 Midtown 1â  4.3% 33.3% 30.0% 0.901 30 298 Midtown 2â  39.3% 39.3% 46.9% 0.982 9 12 University (A) 0.5% 1.2% 0.6% 0.998 17 206 University (B) â34.3% 34.3% â34.8% 0.805 11 199 Eastbank â49.4% 49.4% â46.6% 0.789 36 92 Fell â20.2% 20.2% â23.1% 0.987 23 248 Milton 1 â6.6% 8.9% 9.8% 0.979 18 497 Milton 2 â8.2% 8.2% 9.9% 0.996 18 497  15th St NW â19.9% 20.3% â22.7% 0.981 20 81  Oakland â15.2% 17.1% â17.9% 0.936 17 62  Four Mile 8.9% 9.2% 7.6% 0.996 22 75Â
NCHRP 07â19(02) Final Report 66 Technology Subset APD AAPD WAPD r N Average Hourly Volume Inductive Loops All data 0.6% 8.9% 7.6% 0.994 108 128 Surface loops 0.3% 7.6% 5.7% 0.997 29 145 Embedded loops 0.6% 9.4% 8.4% 0.993 79 122 Sycamore 7.9% 8.2% 7.7% 0.973 18 81 Loyola 7.9% 10.8% 9.8% 0.974 12 51 Clarendon â27.4% 27.4% 29.7% 1.000 3 25 Key 8.0% 8.1% 6.0% 0.996 31 92 University â5.0% 5.3% 5.0% 0.988 17 211 Fell â9.5% 9.5% 9.5% 0.998 27 194 All data* â14.1% 17.6% 23.6% 0.965 165 200 Surface loops* â20.1% 21.6% 29.3% 0.942 59 222 Embedded loops* â10.7% 15.4% 19.9% 0.990 106 187 Sycamore* 7.9% 8.2% 7.7% 0.973 18 81 Loyola* â1.6% 8.2% 8.4% 0.977 12 56 Clarendon* â27.3% 27.3% 29.7% 1.000 3 25 Key* 8.0% 8.1% 6.0% 0.996 31 92 Midtown (surface)* â37.5% 37.5% 41.3% 0.994 30 298 Midtown (embedded)* â20.6% 20.6% 23.0% 0.998 27 330 University* â2.4% 2.8% 2.8% 0.992 17 206 Fell* â25.5% 25.5% 26.1% 0.990 27 237 Piezoelectric All data â4.0% 4.5% â4.1% 0.995 120 105 Product A â3.4% 3.7% â3.4% 0.997 81 112 Product B â5.2% 6.1% â5.8% 0.994 39 91 Radio Beam All data (Product B) â9.6% 9.7% â11.1% 0.991 56 321 Midtown â11.1% 11.4% â11.5% â0.982 24 436 5th Ave â12.2% 12.2% â13.5% 0.977 12 366 Four Mile Run â6.2% 6.2% â6.4% 0.999 20 156 Combination (ped) All data 8.8% 54.8% â18.0% 0.992 111 140 Inductive loopâbased 36.6% 61.4% â16.4% 0.991 72 204 Sycamore 145.7% 148.3% 60.9% 0.751 24 19 Key Bridge â17.9% 17.9% â18.9% 0.982 48 296 Piezoelectricâbased â42.7% 42.7% â45.3% 0.648 39 22 Notes:  *Denotes values calculated using facility counts (i.e., including bypass errors). â Denotes value not included in overall accuracy calculations due to identified sensor problems. (A), (B), (1), and (2) represent different products implementing a given sensor technology. APD = average percentage deviation, AAPD = average of the absolute percent difference, WAPD = weighted average percentage deviation, r = Pearsonâs Correlation Coefficient, N = number of detectors, Average volume = hourly average pedestrian and bicycle counts based on video observation. Table 3â15 provides sample adjustment factors for each technology, based on the experience of the field testing. The factors are simple multiplicative factorsâthat is, a multiplier that is applied to the raw count to estimate the true count. For example, if the raw count was 100 bicycles in an hour and the counting technology in use has an adjustment factor of 1.20, the estimate of the true count would be 120. Although a number of different types of models for correcting counts were tested by the research, multiplicative adjustment factors provided the best combination of prediction accuracy and simplicity of application. The implication is that count errors increased at a linear rate
NCHRP 07â19(02) Final Report 67 for the technologies tested. Where multiple products representing a given technology were tested, Table 3â15 also provides productâspecific, anonymized results. Table 3â15. Counter Sample Adjustment Factors Developed by NCHRP Project 07â19 Sensor Technology Intercept Adjustment Factor Hours of Data Active infrared* 0.079 1.082 34 Thermal imaging camera* â0.026 0.974 28 Passive infrared 0.100 1.106 398  Product A 0.016 1.016 244  Product B 0.314 1.369 115  Product C 0.146 1.157 39 Radar â0.162 0.851 31 Radio beam (Product B) 0.118 1.125 56 Induction loops â0.034 0.967 165  Product A â0.046 0.955 136     Product B 0.032 1.032 29 Piezoelectric strips 0.042 1.042 120  Product A 0.035 1.035 81  Product B 0.060 1.061 39 Pneumatic tubes 0.160 1.173 279  Product A (bikeâspecific tubes) 0.117 1.124 172  Product B (bikeâspecific tubes) 0.543 1.721 47  Product C (bikeâspecific tubes) 0.078 1.081 43  Standard tubes 0.197 1.217 17 Note: *Factor is based on a single sensor at one site; use caution when applying.Â