ABSTRACT To ensure the structural performance of underutilized hardwood mats of varying sizes, grades, and load durations for temporary roads under heavy stress, assessing their strength, durability, and design values is essential. This study aimed to assess the design values of three-timber bolted access mats from a single producer mill. Oak species (Quercus spp.) were used to produce the mats. 20 × 20 cm timbers were visually graded before assembly. Three-point bending tests were conducted to obtain the modulus of elasticity (MOE) and modulus of rupture (MOR). Parametric and non-parametric bending strength design values were calculated based on fifth percentiles, reduced by a factor accounting for uncertainty and 10-year load duration. The results indicate that the three-member timber mat design strength of 19 MPa in its green state met or exceeded the published value for graded oak timbers. The average MOR and MOE of the mats were 49 and 11,223 MPa, respectively. The design values obtained for these mats were among the strongest tested in recent years, highlighting their potential for structural performance in temporary road applications.
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