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2025-10
Evaluation of a Low-Activity Nuclear Density Gauge for Acceptance Testing of Asphalt Pavements for Percent-Within-Limit and Averaging Specifications

Transportation Research Record: Journal of the Transportation Research Board, Volume 2679, Issue 10, pp 791-806

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2024-12
2021-09
Evaluation of Acceptance Risks through Percent within Limit for Highway Materials and Pavement Construction

Transportation Research Record: Journal of the Transportation Research Board, Volume 2675, Issue 9, pp 1175-1184

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2021-08
Evaluating the Quality of Curing Applications on Concrete Pavements with Ground-Penetrating Radar

Transportation Research Record: Journal of the Transportation Research Board, Volume 2675, Issue 8, pp 106-120

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2021
Use of Percent Within Limit (PWL) Concept to Cure Concrete Pavement

Transportation Research Board 100th Annual Meeting, 19p

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2019
State DOT Implementation of Statistical Analysis and Percent Within Limits

Transportation Research Record: Journal of the Transportation Research Board

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2012-07
Level of Service Ranking Using the Percent-Within-Limits Measure

Transportation Research Circular, Issue E-C163, pp 121-135

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2010
Determining Optimum Sample Size for Percent-Within-Limits Specifications

Transportation Research Record: Journal of the Transportation Research Board, Issue 2151, pp 77-83

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2006-09
Impact of Incentives on In-Place Air Voids

Transportation Research Circular, Issue E-C105, pp 163-168

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2006-09
Percent Within Limits Experience on a Design–Build Project

Transportation Research Circular, Issue E-C105, pp 169-182

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2006
Estimating Percent Within Limits for Skewed Populations

Transportation Research Record: Journal of the Transportation Research Board, Issue 1946, pp 71-81

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2006
Accuracy and Precision of Typical Quality Measures

Transportation Research Record: Journal of the Transportation Research Board, Issue 1946, pp 82-91

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2005
Development of the Florida Department of Transportation's Percent Within Limits Hot-Mix Asphalt Specification

Transportation Research Record: Journal of the Transportation Research Board, Issue 1907, pp 43-51

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