Executive Summary: This comprehensive analysis examines NYC bus routes serving CUNY campuses to identify optimal candidates for Automated Camera Enforcement (ACE) implementation. Utilizing predictive modeling with an R² of 0.850, we have identified five priority routes demonstrating significant potential for speed improvements, directly addressing the critical issue that 65% of CUNY students experience class lateness due to transportation challenges.
Quantify the impact of Automated Camera Enforcement (ACE) implementation on CUNY student commute times and identify optimal routes for deployment to reduce bus lane violations and improve service reliability.
MTA Open Data, NYC traffic violation database, comprehensive CUNY student survey with 185 validated responses across all boroughs.
R² coefficient for Linear Regression model with robust cross-validation results
of CUNY students experience class lateness due to inadequate bus service
Comprehensive geographic analysis spans all major CUNY campuses including Brooklyn College, Queens College, College of Staten Island, Borough of Manhattan Community College (BMCC), and multiple Bronx locations. Route performance metrics were collected across all five boroughs to establish baseline service levels.
Our analysis utilized multiple regression techniques to identify routes with the highest probability of speed improvement following Automated Camera Enforcement (ACE) implementation. Linear regression was selected as the optimal model based on superior performance across test and cross-validation datasets.
Current Status: No ACE Implementation | Current Speed: 6.4 mph
Predicted with ACE: 7.0 mph
+0.6 mph improvement 9.4% speed increaseCurrent Status: No ACE Implementation | Current Speed: 6.7 mph
Predicted with ACE: 7.3 mph
+0.6 mph improvement 9.0% speed increaseCurrent Status: No ACE Implementation | Current Speed: 7.4 mph
Predicted with ACE: 7.9 mph
+0.5 mph improvement 6.8% speed increaseCurrent Status: No ACE Implementation | Current Speed: 12.5 mph
Predicted with ACE: 12.7 mph
+0.2 mph improvement 1.6% speed increaseCurrent Status: No ACE Implementation | Current Speed: 8.8 mph
Predicted with ACE: 9.0 mph
+0.2 mph improvement 2.3% speed increaseSurvey data reveals B103 and M101 as the most frequently utilized routes, each mentioned 10 times by respondents. Routes M15, M20, and M9 constitute secondary transportation corridors with significant student ridership. This utilization data informed our prioritization methodology for ACE deployment recommendations.
Exempt Category | Percentage | Implication |
---|---|---|
Emergency Vehicle | 32.9% | Essential services requiring priority access |
Commercial Under 20 | 29.6% | Delivery vehicles contributing to congestion |
Bus/Paratransit | 21.8% | Public transit requiring dedicated infrastructure |
Other | 15.7% | Miscellaneous exempt vehicles |
Route M101 demonstrates significantly elevated violation counts compared to B41 and BX28, indicating severe congestion challenges. This pattern supports the prioritization of M101 for immediate ACE implementation to alleviate chronic delays affecting BMCC students.
Four regression algorithms were evaluated to optimize predictive accuracy for ACE implementation outcomes. Models were assessed using test R², cross-validation R², and RMSE metrics to ensure robust performance across varied route characteristics.
Model | Test R² | CV R² | RMSE/10 | Status |
---|---|---|---|---|
Linear Regression | 0.850 | 0.861 | 0.891 | Selected |
Ridge Regression | 0.848 | 0.863 | 0.891 | Alternative |
Random Forest | 0.850 | 0.868 | 0.891 | Alternative |
Gradient Boosting | 0.830 | 0.863 | 0.891 | Alternative |
Linear regression demonstrated optimal balance between model complexity and predictive accuracy. The residuals plot confirms homoscedasticity and normal distribution of errors, validating model assumptions. The R² of 0.850 indicates that 85% of variance in bus speeds can be explained by our feature set.
Borough | Average Speed (mph) | Relative Performance | ACE Priority |
---|---|---|---|
Staten Island | 13.6 | Highest performance | Low |
Other | 10.7 | Above average | Medium |
Queens | 10.0 | Average | Medium |
Bronx | 8.8 | Below average | High |
Brooklyn | 8.4 | Below average | High |
Manhattan | 7.1 | Lowest performance | Critical |
Manhattan demonstrates the most severe speed constraints, averaging only 7.1 mph, representing a 48% reduction compared to Staten Island routes. This disparity underscores the urgent need for ACE implementation in Manhattan corridors serving BMCC and other urban campuses.
Route Category | Pre-Implementation | Post-Implementation | Improvement |
---|---|---|---|
CUNY with ACE | 7.6 mph | 8.3 mph | +0.7 mph (9.2%) |
CUNY without ACE | 8.3 mph | 8.8 mph | +0.5 mph (6.0%) |
CUNY routes with ACE implementation demonstrate measurable performance gains from notably lower baseline speeds, indicating that ACE technology effectively addresses the most congested corridors. The improvement from 7.6 to 8.3 mph represents a meaningful enhancement in student commute reliability.
Reduction in student lateness from 65% to below 40% within 18 months of full implementation
MTA Bus Open Data: Aggregated historical and near–real-time data published by the MTA covering bus performance (e.g. speeds, wait times, service delivered) across all boroughs. Data is published at fixed intervals (e.g., 15-minute, hourly) depending on metric and time of day.
Traffic Violation Database: NYC Open Data portal records analyzed covering 2022-2024 period, filtered for bus lane and standing violations within 500-meter radius of CUNY campuses.
Student Survey: Stratified random sample of 185 CUNY students across 12 campuses, response rate 34%, margin of error ±7.2% at 95% confidence level.
Predictive Modeling: Four regression algorithms (Linear, Ridge, Random Forest, Gradient Boosting) trained on 70/30 train-test split with 5-fold cross-validation.
Feature Engineering: Geographic encoding, temporal variables, route characteristics, ACE status, and interaction terms incorporated into feature matrix.
Model Selection: Linear regression selected based on interpretability, computational efficiency, and comparable performance to more complex alternatives (R² = 0.850).
Validation: Residual analysis confirmed homoscedasticity and normality assumptions. Out-of-sample testing on 2025 data validated predictive accuracy.
Matching Analysis: Propensity score matching employed to create comparable treatment and control groups, controlling for route length, baseline speed, borough, and traffic density.
Effect Estimation: Average treatment effect calculated using matched sample yielded conservative +0.15 mph estimate with 95% CI [0.08, 0.22].