| Literature DB >> 32764627 |
Sonia Ortiz-Peregrina1, Oscar Oviedo-Trespalacios2, Carolina Ortiz3, Miriam Casares-López1, Carlos Salas1, Rosario G Anera1.
Abstract
The objective of this work was to investigate self-regulation behaviours, particularly speed management, under distracted conditions due to WhatsApp use. We also studied the influence of different environments and driver characteristics, introducing visual status as one of them. Seventy-five drivers were evaluated in a simulator study involving two test sessions under baseline and texting conditions. A cluster analysis was used to identify two groups with different visual capacity .Lastly, possible predictors of speed management were studied developing a generalised linear mixed model. Our results show that drivers reduced their speeds in the presence of more demanding driving conditions; while replying to a WhatsApp message, on curved road segments and when parked cars are present. Driving speed also correlated with driver characteristics such as age or dual task experience and human factors such as self-perceived risk. Finally, although there were significant differences in visual capacity between the two groups identified, the model did not identify visual capacity membership as a significant predictor of speed management. This study could provide a better understanding of the mechanisms drivers use when WhatsApp messaging and which environments and driver conditions influence how speed is managed.Entities:
Year: 2020 PMID: 32764627 PMCID: PMC7413379 DOI: 10.1038/s41598-020-70288-4
Source DB: PubMed Journal: Sci Rep ISSN: 2045-2322 Impact factor: 4.379
Sociodemographic characteristics of the sample (continuous variable age is shown as mean ± SD).
| Sociodemographic characteristics | Mean (± SD)/N (%) | |
|---|---|---|
| Age (years) | 38.7 (± 15.0) | |
| Male | 53 (70.7) | |
| Female | 22 (29.3) | |
| 0 | Never | 45 (60) |
| 1 | 1–2 times a year | 6 (8) |
| 2 | 1–2 times a month | 10 (13.3) |
| 3 | 1–2 times a week | 8 (10.7) |
| 4 | Daily | 6 (8) |
| 0 | None | 0 (0) |
| 1 | Slight | 0 (0) |
| 2 | Somewhat | 1 (1.3) |
| 3 | Quite a lot | 13 (17.3) |
| 4 | A lot | 61 (81.4) |
Characteristics of the different driving scenarios selected for the analysis.
| Scenario | Road type | Speed limit (kph) | Road geometry and traffic complexity | |||
|---|---|---|---|---|---|---|
| Other traffic | Road geometry | Parked cars around | ||||
| Road layout | Slope | |||||
| 1 | Dual carriageway | 120 | Same direction | Straight | No | No |
| 2 | Dual carriageway | 120 | Same direction | Slight bend | No | No |
| 3 | Mountain road | 90 | Oncoming Same direction | Straight | Gentle/ascending | No |
| 4 | Mountain road | 90 | Oncoming Same direction | Sharp bend | Gentle/ascending | No |
| 5 | Mountain road | 40 | Oncoming Same direction | Straight | Gentle/ascending | No |
| 6 | Mountain road | 40 | Oncoming Same direction | Sharp bend | Gentle/ascending | No |
| 7 | Mountain road | 90 | Oncoming Same direction | Straight | Steep/ascending | No |
| 8 | Mountain road | 90 | Oncoming Same direction | Straight | Steep/ descending | No |
| 9 | City | 50 | Same direction | Straight | No | Yes |
| 10 | City | 50 | Same direction | Straight | No | No |
Figure 1Screenshot of the different driving scenarios selected for the analysis (a-j correspond to scenarios 1–10).
Figure 2Silhouette measure of cluster quality in terms of visual status.
Results of a cluster analysis and t-test comparing the two groups identified.
| Visual variables | Cluster results | T-test | |||
|---|---|---|---|---|---|
| Low visual capacity group | High visual capacity group | t | |||
| Visual acuity | − 0.01 ± 0.04 | − 0.10 ± 0.02 | − 13.473 | 73 | < 0.001 |
| Contrast sensitivity | 1.80 ± 0.14 | 1.91 ± 0.09 | 4.179 | 65.46 | < 0.001 |
| Group size | 39 (52%) | 36 (48%) | – | – | – |
Mean ± SD and associated t-test comparing speed management across the different road scenarios under baseline and texting driving conditions.
| Baseline conditions (kph) | Texting conditions (kph) | Mean difference (baseline—distraction) | t | |||
|---|---|---|---|---|---|---|
| Scenario 1: Dual carriageway, straight, 120 kph SL | − 1.05 ± 11.87 | − 17.09 ± 17.46 | 16.04 | 8.256 | 74 | < 0.001** |
| Scenario 2: Dual carriageway, slight bend, 120 kph SL | − 10.70 ± 13.95 | − 17.46 ± 15.05 | 6.76 | 3.462 | 74 | 0.001* |
| Scenario 3: Mountain, straight, 90 kph SL | − 29.66 ± 13.78 | − 38.77 ± 11.52 | 9.11 | 4.484 | 74 | < 0.001** |
| Scenario 4: Mountain, sharp bend, 90 kph SL | − 23.62 ± 9.65 | − 31.94 ± 11.18 | 8.32 | 5.512 | 74 | < 0.001** |
| Scenario 5: Mountain, straight, 40 kph SL | 2.19 ± 9.26 | 2.57 ± 9.83 | − 0.38 | − 0.241 | 74 | 0.810 |
| Scenario 6: Mountain, sharp bend, 40 kph SL | − 0.99 ± 6.49 | − 2.89 ± 5.65 | 1.90 | 2.011 | 74 | 0.048* |
| Scenario 7: Mountain, straight, ascending, 90 kph SL | − 17.41 ± 6.49 | − 24.53 ± 12.01 | 9.02 | 5.202 | 74 | < 0.001** |
| Scenario 8: Mountain, straight, descending, 90 kph SL | − 0.98 ± 12.07 | − 8.36 ± 15.29 | 7.38 | 3.824 | 74 | < 0.001** |
| Scenario 9: City, straight, parked cars, 50 kph SL | − 17.37 ± 8.28 | − 24.66 ± 8.77 | 7.29 | 5.980 | 73 | < 0.001** |
| Scenario 10: City, straight, no parked cars, 50 kph SL | − 8.45 ± 13.58 | − 7.30 ± 12.56 | − 1.15 | − 0.689 | 73 | 0.493 |
SL speed limit.
*p < 0.05; **p < 0.001.
Generalised linear mixed model (GLMM). Estimates of speed management.
| Parameter | Coefficient | SE | t-statistic | 95% CI | |
|---|---|---|---|---|---|
| Baseline | – | – | – | – | – |
| Texting | − 5.08 | 0.53 | − 9.56 | < 0.001** | [− 4.04, − 6.12] |
| Scenario 1: Dual carriageway, straight, 120 kph SL | 0.73 | 1.59 | 0.46 | 0.647 | [− 2.41, 3.86] |
| Scenario 2: Dual carriageway, slight bend, 120 kph SL | − 6.40 | 1.58 | − 4.06 | < 0.001** | [− 9.50, − 3.29] |
| Scenario 3: Mountain, straight, 90 kph SL | − 26.99 | 1.46 | − 18.43 | < 0.001** | [− 29.87, − 24.10] |
| Scenario 4: Mountain, sharp bend, 90 kph SL | − 19.94 | 1.35 | − 14.78 | < 0.001** | [− 22,60, − 17.28] |
| Scenario 5: Mountain, straight, 40 kph SL | 10.06 | 1.34 | 7.50 | < 0.001** | [7.42, 12.70] |
| Scenario 6: Mountain, sharp bend, 40 kph SL | 5.98 | 1.18 | 5.07 | < 0.001** | [3.65, 8.31] |
| Scenario 7: Mountain, straight, ascending, 90 kph SL | − 12.82 | 1.26 | − 10.18 | < 0.001** | [− 15.30, − 10.34] |
| Scenario 8: Mountain, straight, descending, 90 kph SL | 3.20 | 1.52 | 2.11 | 0.036* | [0.21, 6.19] |
| Scenario 9: City, straight, parked cars, 50 kph SL | − 13.56 | 1.28 | − 10.56 | < 0.001** | [− 16.09, − 11.03] |
| Scenario 10: City, straight, no parked cars, 50 kph SL | – | – | – | – | – |
| − 0.09 | 0.02 | − 3.98 | < 0.001** | [− 0.13, − 0.04] | |
| Male | 1.35 | 0.66 | 2.05 | 0.041* | [0.056, 2.65] |
| Female | – | – | – | – | – |
| Better | – | – | – | – | – |
| Worse | 0.19 | 0.55 | 0.35 | 0.727 | [− 0.89, 1.28] |
| 0-Never | − 1.68 | 1.04 | − 1.61 | 0.108 | [− 3.73, 0.35] |
| 1-1–2 times a year | − 2.43 | 1.33 | − 1.82 | 0.069 | [− 5.05, 0.19] |
| 2-1–2 times a month | − 0.09 | 1.18 | − 0.08 | 0.937 | [− 2.40, 2.22] |
| 3-1–2 times a week | − 3.38 | 1.24 | − 2.71 | 0.007* | [− 5.82, − 0.93] |
| 4-Daily | – | – | – | – | – |
| 2-Somewhat | 9.51 | 2.32 | 4.10 | < 0.001** | [4.96, 14.08] |
| 3-Quite a lot | 1.74 | 0.78 | 2.22 | 0.026* | [0.20, 3.28] |
| 4-A lot | – | – | – | – | – |
| Intercept | − 6.50 | 1.58 | − 4.12 | < 0.001** | [− 9.60, − 3.40] |
| Number of observations | 1500 | ||||
| AIC | 11,343.84 | ||||
| BIC | 11,449.72 | ||||
–, Reference category; *p < 0.05; **p < 0.001.
aScale: (0) Never–(4) Daily.
bScale: (0) None–(4) A lot.