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Assessing Asphalt Pavement Pre-Compaction with Paver Screed Frequency Measurements

Harries, Leandro ; Kempf, David ; Scheidig, Matthias ; Schütz, Maximilan ; Middendorf, Moritz ; Uzar, Kazim ; Su, Xiaohui ; Böhm, Stefan ; Liu, Jia (2024)
Assessing Asphalt Pavement Pre-Compaction with Paver Screed Frequency Measurements.
In: Procedia Structural Integrity, 2024, 64
doi: 10.26083/tuprints-00028822
Article, Secondary publication, Publisher's Version

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Item Type: Article
Type of entry: Secondary publication
Title: Assessing Asphalt Pavement Pre-Compaction with Paver Screed Frequency Measurements
Language: English
Date: 2 December 2024
Place of Publication: Darmstadt
Year of primary publication: 8 November 2024
Place of primary publication: Amsterdam
Publisher: Elsevier
Journal or Publication Title: Procedia Structural Integrity
Volume of the journal: 64
DOI: 10.26083/tuprints-00028822
Corresponding Links:
Origin: Secondary publication service
Abstract:

The quality and longevity of an asphalt road depends on the accurate compaction of the asphalt pavement. Particular emphasis should be placed on the pre-compaction process involving the paver’s screed. Inadequate or excessive pre-compaction can result in paving errors and inhomogeneities within the pavement, which even expert roller operation cannot rectify. In practical paving, however, the degree of pre-compaction is rarely determined, so that one is dependent on the empirical knowledge and assessments of the paving personnel. Within the context of the research initiative, InfraROB (Grant Agreement No.: 955337), an innovative system was devised to infer the extent of pre-compaction by leveraging the resonance frequency of the paver’s screed. This system comprises a rugged, enclosed acceleration sensor capable of capturing high-speed accelerations and a Wi-Fi-enabled control unit for data storage and processing. To validate this system, a series of test pavements were constructed using an asphalt binder mix (AC 16 BS), deliberately varying the speed of the tamper compaction unit in four steps from 0 rpm up to 1500 rpm. Half of the test lanes were longitudinally compacted with rollers, allowing for the examination of the asphalt pavement in its partially pre-compacted state. To achieve this, drill cores were extracted, and their density was assessed in the laboratory. Through the application of Fast Fourier Transformation, the measured resonance frequency data was analysed and subsequently correlated with the outcomes of the drill core inspections. This analysis revealed a strong logarithmic relationship between the average peak acceleration and the bulk densities measured, with a high coefficient of determination exceeding 0.9. The presented method enables real-time assessment of the pre-compaction status of asphalt pavement, offering support to paving personnel, optimising roller usage, and enhancing asphalt pavement quality.

Uncontrolled Keywords: Asphalt, Paver, Compaction, Resonance Frequency, Acceleration Sensor
Status: Publisher's Version
URN: urn:nbn:de:tuda-tuprints-288228
Additional Information:

Part of special issue: SMAR 2024 – 7th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures, 04.09.2024-06.09.2024, Salerno, Italy

Classification DDC: 600 Technology, medicine, applied sciences > 620 Engineering and machine engineering
600 Technology, medicine, applied sciences > 624 Civil engineering and environmental protection engineering
600 Technology, medicine, applied sciences > 690 Building and construction
Divisions: 13 Department of Civil and Environmental Engineering Sciences > Institutes of Transportation > Transportation Infrastructure Engineering
Date Deposited: 02 Dec 2024 09:52
Last Modified: 05 Dec 2024 09:50
URI: https://tuprints.ulb.tu-darmstadt.de/id/eprint/28822
PPN: 52433921X
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