Long-Term Field Performance Evaluation of Chip Seals

The optimal timing and long-term effectiveness of chip seal treatments on newly constructed pavements remain uncertain, particularly for local agency roads. This study was an evaluation of the field performance of chip seals applied at different postconstruction intervals (from immediately to after 4 years) across three local agencies in Minnesota: Cass County, Crow Wing County, and the City of St. Cloud. Performance was monitored from 2015 to 2025 using the International Roughness Index (IRI), manual crack counts, and surface ratings. Linear mixed-effects models were used to assess performance trends. Results show that early application, either immediately after construction or within 1 year, was associated with better surface condition. However, binder type and reclaimed asphalt pavement content in the original pavement mix design exerted greater influence on long-term durability than chip seal timing alone. While chip seals were associated with preservation benefits, baseline material design largely dictated performance outcomes. Cracking data and IRI alone were insufficient for optimizing chip seal treatment schedules. The integration of material, structural, functional, and environmental factors may improve treatment timing decisions and maximize preservation benefits.

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Publication Details

Journal
Transportation Research Record Journal of the Transportation Research Board
Published
2026-09-11
DOI
https://doi.org/10.1177/03611981261485261
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
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article

Long-Term Field Performance Evaluation of Chip Seals

Adriana Vargas-Nordcbeck, Raquel Moraes, Pascal Blaise Obeng, Joel Ulring
Transportation Research Record Journal of the Transportation Research Board
Asphalt Pavement Performance Evaluation
article

Long-Term Field Performance Evaluation of Chip Seals

Adriana Vargas-Nordcbeck, Raquel Moraes, Pascal Blaise Obeng, Joel Ulring
article en

Abstract

The optimal timing and long-term effectiveness of chip seal treatments on newly constructed pavements remain uncertain, particularly for local agency roads. This study was an evaluation of the field performance of chip seals applied at different postconstruction intervals (from immediately to after 4 years) across three local agencies in Minnesota: Cass County, Crow Wing County, and the City of St. Cloud. Performance was monitored from 2015 to 2025 using the International Roughness Index (IRI), manual crack counts, and surface ratings. Linear mixed-effects models were used to assess performance trends. Results show that early application, either immediately after construction or within 1 year, was associated with better surface condition. However, binder type and reclaimed asphalt pavement content in the original pavement mix design exerted greater influence on long-term durability than chip seal timing alone. While chip seals were associated with preservation benefits, baseline material design largely dictated performance outcomes. Cracking data and IRI alone were insufficient for optimizing chip seal treatment schedules. The integration of material, structural, functional, and environmental factors may improve treatment timing decisions and maximize preservation benefits.

Transportation Research Record Journal of the Transportation Research Board
Minnesota Department of Transportation (US), Auburn University (US)
Sustainable cities and communities
Openalex Percentile: Top 17%
Asphalt Pavement Performance Evaluation
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Long-Term Field Performance Evaluation of Chip Seals — Adriana Vargas-Nordcbeck, Raquel Moraes, et al. · Transportation Research Record Journal of the Transportation Research Board (2026) | TGRS Research Map | TGRS