Comparative Evaluation of Methods for Determining Bulk Density and Air Voids in Compacted Asphalt Mixtures
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Accurate determination of bulk density and air void content is fundamental to asphalt mix design, construction quality control, and pavement performance evaluation. This study evaluates and compares bulk density and voids obtained from Marshall-compacted specimens (unsealed), Marshall-compacted specimens with automatic vacuum sealing, and gyratory-compacted specimens, including sealed and unsealed variants. Data were obtained from multiple laboratories following a common testing protocol, with only results from laboratories achieving z-scores within ±2 considered for analysis. Results indicate systematic differences between methods, with vacuum sealing and gyratory compaction yielding higher bulk densities and lower air void contents compared to unsealed Marshall specimens. The findings highlight method-dependent biases and provide guidance on the appropriate application of each method for mix design, construction quality control, and pavement evaluation.
Asphalt Institute. (2014). MS-2 Asphalt Mix Design Methods. Lexington, KY.
Button, J. W., Perdomo, D., & Lytton, R. L. (2007). Influence of bulk specific gravity methods on asphalt mixture volumetrics. Transportation Research Record, 1998, 145–153.
Cooley, L. A., Hurley, G. C., & Prowell, B. D. (2013). Bulk specific gravity round-robin evaluation. Journal of Materials in Civil Engineering, 25(9), 1285–1293.
Mugai, C., Abongo, K., & Odero, B. (2025). Prediction of Subgrade California Bearing Ratio Using Falling Weight Deflectometer for Pavement Evaluation in Kenya. International Journal of Academic Engineering Research, 9(8), 30-38
Mugai, C., Sabuni, B., Neyole, E., & Mugai, F. (2025). Characterization of subgrade soils in prediction modelling of subgrade CBR using FWD for pavement evaluation in Kenya. AJERI, 3(3), 24–35.
SABITA. (2016). ASP8: Determination of Bulk Density of Compacted Asphalt Using Vacuum Sealing. South Africa.
