Illinois-Specific LRFR Live-Load Factors Based on Truck Data
Notice bibliographique
Résumé
This research project has a focus on the load and resistance factored rating (LRFR) live-load factors for load rating bridges in \nIllinois. The study’s objectives were to examine the adequacy of available Illinois weigh-in-motion (WIM) data and to develop \nrefined live-load factors for Illinois LRFR practice, based on recorded truck loads in Illinois. \nThere are currently 20 operating WIM sites in Illinois, each next to a weigh station. Initially, only one WIM site was providing two \nlanes of truck-weight data simultaneously recorded, while the remaining 19 were collecting data for the driving lane only. Twolane WIM data are important for live-load factor refinement because it is the cluster events involving trucks in different lanes \nthat induce maximum load effects in primary bridge components such as girders. Thus, such data are critical to live-load factors. \nUpon recommendation from this project, the capability of passing-lane recording was promptly added to two more of the 20 \nsites. An additional effort was made in this study to simulate the passing lane’s data for the remaining 17 sites, to maximize the \nuse of Illinois-relevant WIM data for covering the entire state. This simulation used the probability of multiple trucks in a cluster, \nbased on WIM data from eight states including Illinois. It also used truck-weight-demography information and headway distances \nof trucks in cluster from all available Illinois sites. This simulation method was tested and proven in the present project to be \nreliable for calibration here for Illinois. \nThe resulting truck records of these 17 sites and those recorded at the other 3 sites capable of providing two lanes of truckweight data from 2013 to 2017 were then used to develop refined live-load factors for LRFR in Illinois. Illinois trucks are seen in \nthese WIM data to be less severe than those weighed in Canada, which were used in calibrating the current AASHTO LRFD \nBridge Design Specifications (BDS) (2017). Illinois trucks recorded in the WIM data were also found to have behaved with little or \nno influence from the nearby weigh station. Four load-rating cases are addressed in this project in calibrating LRFR live-load \nfactors for Illinois: design load, legal load, routine-permit load, and special-permit load. Based on calibration using Illinois truckweight records, no change for the design load rating is recommended. Lower live-load factors are recommended for the other \nthree cases for Illinois than those prescribed in the current MBE, by about 8% to 14%, depending on average daily truck traffic \n(ADTT). Illustrative examples using the recommended live-load factors have been prepared and presented in this report. \nIt is also recommended that Illinois Department of Transportation (IDOT) continue to keep the WIM stations well-maintained, \nincluding periodical calibration of the weight sensors and systems; gather more truck-weight-data; review them at least \nbiennially; and focus on possible growth of truck load in both magnitude and volume. When funding becomes available, passinglane recording is recommended to be added to those WIM sites that currently do not have this capability. Truck-data gathering is \nalso recommended for sites where congested truck traffic is often observed, given adequate funding for such facilities.
Récupéré en direct depuis OpenAlex et désinversé. Les résumés ne sont pas conservés dans cette base de données : les index inversés représentent 8,6 Go des 9,3 Go de texte de la base, et le serveur dispose de 13 Go libres.
Comment cette classification a été obtenuedéplier
Prédiction distillée sur la base complète
Imitation des enseignantsNi prévalence calibrée, ni vérité terrain. Validation humaine à venir. Apprise à partir de 10 348 étiquettes directes de Codex et de 10 348 étiquettes directes de Gemma. Le mode candidate est l'union des têtes enseignantes seuillées; le consensus est leur intersection. Ces sorties portent le statut machine_predicted_unvalidated et ne sont ni des étiquettes humaines ni des étiquettes directes de modèles de pointe.
Scores Codex et Gemma par catégorie
| Catégorie | Codex | Gemma |
|---|---|---|
| Métarecherche | 0,000 | 0,000 |
| Méta-épidémiologie (sens strict) | 0,000 | 0,000 |
| Méta-épidémiologie (sens large) | 0,000 | 0,000 |
| Bibliométrie | 0,000 | 0,000 |
| Études des sciences et des technologies | 0,000 | 0,000 |
| Communication savante | 0,000 | 0,000 |
| Science ouverte | 0,001 | 0,000 |
| Intégrité de la recherche | 0,000 | 0,001 |
| Charge utile insuffisante (le modèle a refusé de juger) | 0,001 | 0,001 |
Scores machine (provisoires)
Les deux têtes enseignantes du modèle étudiant, lues sur ce travail. Un score ordonne la base pour la relecture; il n'affirme jamais une catégorie, et le statut de validation accompagne chaque rangée tel quel.
Scores de référence d'un modèle non mature (critères de maturité non atteints, 7 itérations). Un score ordonne; il n'affirme jamais une catégorie.
score_only:v0-immature-baseline · tel quel depuis la passe de notation : score_only signifie que le nombre peut ordonner les travaux, et qu'aucune étiquette de catégorie n'en découleClassification
machine, non validéePrédiction automatique; un appel candidat d’une seule tête enseignante, pas un consensus.
Le détail, modèle par modèle et score par score, se trouve en fin de page sous « Comment cette classification a été obtenue ».