Spalling Model Sample Clauses

Spalling Model. ⎛ 549.9 − 895.7 * (LIQSEAL + PREFESEAL) ⎞ ⎜ ⎟ +1.11* DAYS903 *10−3 + 375 * DWLCOR SPALL = Kjp * AGE2 * JTSPACRE *10−6 * ⎜ ⎟ s ⎜ + (29.01 − 27.6 * LIQSEAL) * FI ⎟ Where, ⎜ ⎟ ⎝ ⎠ ⎜ −(28.59 * PREFSEAL + 27.09 * SILSEAL) * FI⎟ SPALL percent of spalled transverse joints Kjps calibration factor for spalling (default = 1). AGE age since pavement construction (year). JTSPACE average transverse joint spacing (ft). LIQSEAL presence of liquid sealant in joint: 0, if not present; 1, if present. Use 1. PREFSEAL presence of pre-formed sealant in joint: 0, if not present; 1, if present. Use 0. DAYS90 number of days with temperature greater than 90oF. DWLCOR dowel corrosion protection: 0, if no dowels exist, or are protected from corrosion; 1 if dowels are not protected from corrosion. Use 0. FI freezing Index (oF-day). Uses 476.04 for EW, and 5.29 for WW. SILSEAL presence of silicone sealant in joint: 0, if not present; 1, if present. Use 0.
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Spalling Model. Major factors such as slab age, joint spacing, type of dowel corrosion protection, number of hot days per year, and freezing index are included in the spalling model. By using WSDOT condition data, the default model estimated negative spalling values for Western Washington, which is unrealistic.

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