The Long Term Pavement Performance (LTPP) Specific Pavement Studies (SPS-2) experiment was designed to study the structural factors, such as drainage, base type, concrete strength, slab thickness, and lane width for rigid pavements. The SPS-2 experiment sections in North Dakota and Wisconsin, constructed in 1994, are jointed, dowelled plain concrete pavement. SPS-2 sections in North Dakota and Wisconsin are considered as sister sections since they were built in the same year. The experiment consisted of six and eight supplemental sections in North Dakota and Wisconsin, respectively in addition to 12 standard SPS-2 sections. These sections have been monitored by the LTPP program since construction. Performance monitoring included measurements for ride quality (International Roughness Index, IRI), faulting, cracking, and load transfer efficiency based on surface deflections. The main objective of the study is to compare 20- year performance of SPS-2 sections in North Dakota and Wisconsin. Performance parameters analyzed in this study included IRI, faulting, load transfer efficiency, cracking, spalling, scaling, and pumping. The results show that the sections have performed well to date. Most of the sections are smooth, crack free, and have negligible faulting. Thinner sections (203 mm) over dense graded aggregate base and lean concrete base are the smoothest in North Dakota and Wisconsin, respectively. Thinner sections (203 mm) over lean concrete base and permeable asphalt treated base are the roughest in North Dakota and Wisconsin, respectively. The effect of base type on the smoothness of thicker sections is not clear. Thinner sections (203 mm) are smoother than thicker sections for the same base type in general except a Wisconsin section with thicker slab (279 mm) and a higher flexural strength (6.2 MPa) over permeable asphalt treated base.
Read full abstract