| Literature DB >> 34393528 |
Sergio A Useche1,2, Francisco Alonso1,2, Boris Cendales3, Javier Llamazares4.
Abstract
INTRODUCTION: Recent evidence consistently highlights the adverse work environment of long-haul professional drivers, whose task structure typically involves the performance of extensive shifts, driving under stressful working conditions. In this regard, job stress and fatigue - that are highly prevalent in this workforce - seem to play a crucial role in explaining this group's negative traffic safety outcomes. The aim of this study was to assess whether work-related fatigue is a mechanism that mediates the relationship between job stress, health indicators and occupational traffic crashes of long-haul truck drivers (LHTD).Entities:
Keywords: fatigue; job stress; long-haul truck drivers; occupational accidents; psychosocial factors at work
Year: 2021 PMID: 34393528 PMCID: PMC8357618 DOI: 10.2147/PRBM.S305687
Source DB: PubMed Journal: Psychol Res Behav Manag ISSN: 1179-1578
Socio-Labor Features of the Study Sample
| Feature | Category | Frequency | Percentage |
|---|---|---|---|
| Gender | Female | 17 | 3.3% |
| Male | 504 | 96.7% | |
| Hours driving a day | <5 hours | 53 | 6% |
| 5–8 hours | 280 | 53.8% | |
| 9–12 hours | 207 | 39.7% | |
| >12 hours | 3 | 0.5% | |
| Days driving a week | 3 or less | 4 | 0.8% |
| 4 | 11 | 2.1% | |
| 5 | 381 | 73.1% | |
| 6 | 103 | 19.8% | |
| 7 | 16 | 3.1% | |
| There’s no regularity | 6 | 1.1% | |
| Shift working | Yes | 219 | 42.5% |
| No | 302 | 57.5% | |
| Type of vehicle driven | Light-mid truck | 42 | 7.5% |
| Heavy truck | 479 | 92.5% |
Goodness-of-Fit Indexes Used for Assessing the Structural Model
| Index | Description | Range | Optimal Values |
|---|---|---|---|
| RMSEAa | RMSEA is a badness-of-fit measure, ie, an absolute fit index allowing to assess how far a hypothesized model is from a perfect model. | 0–1 | < 0.080 (better if < 0.060). |
| CFIb | Introduced by Bentler (1990). | 0–1 | > 0.900 (better if > 0.950). |
| TLIb | Measures a relative reduction in misfit per degree of freedom. | 0–1 | |
| NFIb | The Bentler-Bonett Normed Fit Index assesses model fit through a comparison of the model of reference to a model of completely uncorrelated variables. | 0–1 | |
| IFIb | The Incremental Fit Index (Δ2) adjusts the normed fit index to the sample size and degrees of freedom of the retained model. | 0–1 | |
| CMIN/dfa | It is the ratio between the Chi-square test value and the degrees of freedom used. | None | < 5.0 |
Notes: aLower values are indicative of a better fit; bhigher values indicate a better fit.
Bivariate Correlations (Pearson) Between Study Factors
| Variable | Mean | SD | 2 | 3 | 4 | 5 | 6 | 7 | |
|---|---|---|---|---|---|---|---|---|---|
| 1 | Age | 47.16 | 8.19 | 0.079 | −0.205** | −0.026 | −0.088* | −0.030 | −0.146** |
| 2 | Daily Shift Intensity (hours) | 7.90 | 1.81 | – | −0.089* | 0.114* | 0.227** | 0.179** | 0.019 |
| 3 | General Health Indexa | 7.24 | 1.84 | – | −0.468** | −0.235** | −0.441** | −0.075 | |
| 4 | Psychological Distressb | 24.68 | 4.71 | – | 0.407** | 0.550** | 0.178** | ||
| 5 | Job Strainc | 1.05 | 0.32 | – | 0.433** | 0.135** | |||
| 6 | Work-related Fatigue (NFR)d | 7.67 | 1.78 | – | 0.101* | ||||
| 7 | Work Traffic Crashes (2 years) | 0.36 | 1.04 | – | |||||
Notes: aScale 0–10; bscale 12–48; cscores greater than 1.0 indicate job strain/stress; dscale 0–11; *correlation is significant at 0.05 level (2-tailed); **correlation is significant at 0.01 level (2-tailed).
Figure 13D Graph for assessing the linear relationships among job stress (job strain), fatigue and work-traffic crashes suffered by long-haul truck drivers (LHTD).
Variables Included in the Model, Estimates and Significance Levels of the SEM Paths for Explaining Work-Traffic Crashes in a Period of 2 Years
| Variable | SPCa | S.E.b | C.R.c | |||
|---|---|---|---|---|---|---|
| Age | → | Work-Related Fatigue (NFR) | −0.065 | 0.016 | −1.883 | 0.060 |
| Daily Shift Intensity (Hours) | → | Work-Related Fatigue (NFR) | 0.087 | 0.071 | 2.534 | * |
| General Health Index | → | Work-Related Fatigue (NFR) | −0.265 | 0.078 | −6.883 | *** |
| Psychological Distress | → | Work-Related Fatigue (NFR) | 0.350 | 0.031 | 8.793 | *** |
| Job Strain | → | Work-Related Fatigue (NFR) | 0.205 | 0.437 | 5.501 | *** |
| Age | → | Work Traffic Crashes | −0.134 | 0.006 | −3.038 | ** |
| Daily Shift Intensity (Hours) | → | Work Traffic Crashes | −0.025 | 0.026 | −0.549 | 0.583 |
| Job Strain | → | Work Traffic Crashes | 0.011 | 0.191 | 0.188 | 0.851 |
| Work-Related Fatigue (NFR) | → | Work Traffic Crashes | 0.271 | 0.025 | 2.988 | ** |
Notes: dp-value: *significant at the level p< 0.05; **significant at the level p< 0.01; ***significant at the level p< 0.001.
Abbreviations: aSPC, standardized path coefficients (can be interpreted as linear regression weights); bS.E., standard error; cCR, critical ratio.
Figure 2Standardized parameter estimates. Solid lines represent significant paths.