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Joe Feriancek <br />March 4, 2020 <br />Page 7 <br />Summary of Findings <br />Business Park 95 <br />The cores taken along the roadways in this project area varied in bituminous thickness from 4 to <br />8 inches. Cores 1, 2 and 5 were in good condition with the layers bonded together well and the <br />bituminous condition not yet showing signs of aging. However, the remainder of the pavements <br />in this project area were either showing severe signs of aging below the pavement surface, <br />including crumbling upon removal from the core hole. Because of this, it is recommended to <br />perform either a full depth reclamation, full depth bituminous removal and replacement or full <br />reconstruction in this project area. There is not enough sound material in these locations to do a <br />partial depth mill and overlay. <br />Regency Pond <br />The cores taken along the roadways in this project area varied in bituminous thickness from 2 to <br />4 inches. In general, the bituminous was either very thin, or shown to be in very poor condition. <br />Because of this, it is recommended to perform either a full depth reclamation, full depth <br />bituminous removal and replacement or full reconstruction in this project area. There is not <br />enough sound material in these locations to do a partial depth mill and overlay. <br />