Blue-spectrum lighting measurably improves nighttime pedestrian safety. Drivers detected pedestrians ~40 ft sooner than the existing baseline and ~26 ft sooner than 4000 K white, with faster reaction times.
Xiaowei (Tom) Shi, Ph.D.Principal InvestigatorAssistant Professor, UW–Milwaukee
Xiao Qin, P.E., Ph.D.Co-PIProfessor, UW–Milwaukee
Xiaopeng Li, P.E., Ph.D.Co-PIProfessor, UW–Madison
Brian Scharles Sr.Co-PIDirector of Product Innovation, TAPCO
Muhammad FahadGraduate Research AssistantUW–Milwaukee
Student team: Narayan Rai · Xiao Liang (UWM) · Bofeng Cao · Chengyuan Ma · Hangyu Li · Keke Long · Jiaxi Liu (UW–Madison) · Aleischa Kronshagen · Denise Lawien (TAPCO)
With sincere thanks to the WisDOT Project Oversight Committee and all participants.




Nighttime visibility is a persistent safety problem, and current guidance leaves three gaps.
Pedestrian deaths peak at night; darkness and dark clothing slow driver response.
RRFBs improve yielding but do not light the pedestrian. HAWK signals are costly and not feasible everywhere. Streetlights light the pavement, not the pedestrian.
Spectrum: which spectrum performs best? Geometry: which installation geometry works? Transfer: how to generalize site results to other roads?
Purpose-built LED crosswalk illuminator (TAPCO SafeWalk 2.0), configured for field research.
| Configuration | Type | Rationale |
|---|---|---|
| 4000 K | Neutral white | FHWA / agency reference |
| 5000 K | Cool white | One step above standard |
| 6500 K | Daylight white | Upper white-light boundary |
| Blue Baseline | Blue-shifted LED | Reference blue configuration |
| Ice Blue | Blue-shifted LED | Blue + white mix, highest luminance |
| Sky Blue | Blue-shifted LED | Mid-intensity mix |
| Pure Royal Blue | Saturated blue | Maximum blue saturation |
Seven spectral configurations: the agency-recommended white range plus the blue-shifted range never before field-tested in Wisconsin.
An instrumented probe vehicle approached the crosswalk while a mannequin on a remote-controlled electric skateboard crossed, creating repeatable pedestrian events on real roads, on real nights.
Wider 4-lane urban roadway · existing RRFB + push buttons · visually complex background.
Two-lane campus roadway · no RRFB or push button · ambient street lighting.
| Factor | Levels |
|---|---|
| Lighting spectrum | 4000 K · 5000 K · 6500 K · 4 blue configs |
| Mounting height | 3 heights per site |
| Lateral distance | 0 / 9.5 / 16.5 ft (Milwaukee) |
| Pedestrian target | Adult & child mannequins |
| Clothing | Dark blue & white |
| Obstruction | Clear · small vehicle · van parked |
| Weather / ambient | Clear night · light rain · ± streetlight |
Drivers were never told when or where the mannequin would cross.
All 281 rounds ran at night, including light rain, wet pavement, and late-season cold.
A CNN pipeline found the exact frame each driver first recognized the pedestrian, then synchronized it with GPS, speed, and brake records.
GPS · roadway video · driver IR video · brake logs, all synchronized.
3.5 s event clips centered on each brake press.
CNN face landmarks → gaze vector → first recognition frame.
RT = brake − eye onset · DD = distance at onset.



First recognition → brake press. Shorter is better.
Vehicle-to-crosswalk distance at first recognition. Longer is better.
Every eye onset was verified against the driver video, the roadway video, and the brake-event timestamp before analysis.
Face detection 95.6% combined 93.8% Milwaukee 98.6% Madison 30 fps IR video · ≈33 ms resolution Blinks, saccades & head pose filtered from noiseOnly trials passing synchronization, video, GPS, and brake-match checks entered the final analysis.
Live nighttime demonstrations at both sites, and the eye-tracking pipeline running on driver video.
Held at both study sites under real nighttime conditions. The committee observed illumination coverage, vehicle approach, and mannequin crossings first-hand.
N Maryland Ave · two-lane campus roadway
Williamson St & S Dickinson St · RRFB site
Driver-facing infrared video · onset detection
Demonstrated live to the WisDOT Project Oversight Committee at both sites, and at the SE Wisconsin Transportation Symposium 2025.
Baseline vs. enhanced lighting: measured driver reaction time and detection distance.
Overall: blue-spectrum enhanced lighting let drivers detect the pedestrian ~40 ft sooner than baseline and ~26 ft sooner than conventional 4000 K white, with comparable or faster reaction times.
| Spectrum | RT (s) | DD (ft) |
|---|---|---|
| Baseline (no enhanced) | 0.92 | 242.0 |
| 4000 K | 0.72 | 237.2 |
| 5000 K | 0.82 | 239.4 |
| 6500 K | 0.75 | 244.6 |
| Blue Baseline | 0.73 | 256.4 |
| Ice Blue ★ | 0.69 | 260.8 |
| Pure Royal Blue | 0.83 | 239.9 |
| Sky Blue | 1.13 | 254.8 |
Ice Blue strongest overall: one of the fastest reaction times with a practical detection distance. Blue Baseline beat 4000 K by +19.2 ft DD at similar RT.
Strongest balance of RT, DD, sample size, and installation practicality: the two-lane design basis.

Adult vs. child differences were small relative to overlapping error bars.

Crosswalk-only lighting showed the longest DD; limited trials, reference only.

A parked vehicle sharply reduced detection distance; the main effect is later recognition.
| Spectrum | RT (s) | DD (ft) |
|---|---|---|
| Baseline (no enhanced) | 0.71 | 212.0 |
| 4000 K | 0.66 | 241.8 |
| 5000 K | 0.77 | 251.3 |
| 6500 K | 0.94 | 240.0 |
| Blue Baseline ★ | 0.67 | 275.0 |
| Ice Blue | 1.20 | 221.3 |
| Pure Royal Blue | 0.62 | 209.1 |
| Sky Blue | 1.13 | 215.9 |
Blue Baseline strongest balanced result: +33.2 ft DD over 4000 K at unchanged RT, and +63 ft over baseline.
Lateral distance was not independently varied at Madison; placement was set through site review and roadway-width scaling.

The child mannequin had the highest RT and shortest DD; drivers recognized the smaller target later.

50% spill control looked favorable but with very few trials; reference only.

Results varied by condition; drivers may have approached the larger van more cautiously.
Ice Blue best for the two-lane residential (Milwaukee) context. Blue Baseline best for the wider urban (Madison) context, and carried forward as the generalized recommendation.
| Metric | Baseline | Enhanced | p | Meaning |
|---|---|---|---|---|
| Pupil diameter | 5.31 mm | 4.87 mm | <0.001 | Pupil constriction under enhanced light |
| Contrast ratio | 0.72 | 0.88 | <0.001 | Higher pedestrian–background contrast ✓ |
| Glare index | 0.18 | 0.31 | <0.001 | Increased: monitor glare in design ⚠ |
| Visual comfort score | 3.82 | 3.41 | 0.002 | Slight comfort reduction |
| Blink rate | 0.31 /s | 0.22 /s | <0.001 | Reduced blink rate |
| Pupil asymmetry | 0.08 | 0.13 | <0.001 | Greater asymmetry; possible glare indicator ⚠ |
| Eye aspect ratio | 0.284 | 0.298 | 0.041 | Slightly higher under enhanced lighting |
| Saccade velocity | 142.3°/s | 168.7°/s | <0.001 | Faster visual scanning ✓ |
Contrast and saccade gains support the visibility benefit; glare metrics justify glare review in final design.
| Application context | Spectrum | Height | Lateral | Power |
|---|---|---|---|---|
| 2-lane residential (Milwaukee-type) | Ice Blue | 12.5 ft | 9.5 ft | Solar + battery |
| Wider urban (Madison-type) | Blue Baseline | 15.0 ft | Site-specific | Solar + battery |
| Generalized guidance | Blue Baseline | Width-scaled | Width-scaled | Solar + battery |
Design illuminance ≥ 20 lux vertical at the pedestrian plane (≈ 21 lux measured in the field) · no spill control required, but glare reviewed site-specifically.
A planning-level framework, not a fixed standard. Every site still gets engineering review and nighttime verification.
Width · lanes · speed · ambient lighting
Spectrum from field results
Height & offset from roadway width
Blue Baseline OLS model
DD vs. SSD · glare · ADA
| Variable | RT | DD |
|---|---|---|
| Mounting height | 0.038 * | 1.452 |
| Lateral distance | −0.004 | −1.271 |
| Road width | −0.001 | 1.395 |
| Vehicle speed | 0.012 | 7.244 ** |
| Child vs. adult | 0.106 | −34.568 |
| High vs. medium ambient | 0.065 ** | 3.457 |
| R² | 0.208 | 0.451 |
* p < 0.1 · ** p < 0.05. The DD model (R² = 0.451) is the useful screen; predicted DD compares directly with SSD. Exploratory planning tool only.
Predicted detection distance must exceed AASHTO-required SSD (2.5 s perception-reaction, f = 0.35, level grade).
Pass School-zone, residential, downtown, urban, most suburban
Marginal High-speed 4-lane divided: verify before advancing
Fail Rural 4-lane · high-speed 6-lane divided: revise design first
| Design element | Recommended direction |
|---|---|
| Primary spectrum | Blue Baseline (blue-shifted LED; controller RGB R 129.0 · G 420.75 · B 741 on the 0–750 scale) · Ice Blue (R 80 · G 520 · B 750) for narrow two-lane residential contexts |
| Vertical illuminance | ≥ 20 lux at the pedestrian plane (≈ 21 lux measured in the field) |
| Mounting height | Scale with roadway width (10.6 ft @ 22 ft road → 19.2 ft @ 72 ft road) · verify photometrically |
| Lateral placement | Scale with roadway width (5.6–13.7 ft) · adjust for poles, glare, coverage |
| Power source | Solar + battery storage, subject to site feasibility |
| Safety screening | Predicted detection distance must exceed required SSD for the approach speed |
Blue-spectrum lighting reduced RT and increased DD vs. baseline at both sites.
It must combine with illuminance, contrast, coverage, glare control, and geometry.
Ice Blue for two-lane; Blue Baseline for wider roads and generalized use.
Scale height and placement with roadway width; never copy between sites.
Predicted DD must exceed required SSD, or the site needs additional review.
Pilot deployments · larger datasets · adaptive dimming · winter validation · glare monitoring · statewide guidance updates.
Reviewing this study? Send a comment to the research team at UW–Milwaukee. Technical questions, data requests, implementation suggestions, and corrections are all welcome.