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Pavement Stabilization Data (to be included in the Project Plans) <br /> US 287B Passing Lanes MP 85 to 112.6 <br /> Design Parameters <br /> Reconstruction <br /> Design Life (Years) 30 <br /> 18-Kip ESALS: 24,898,876 <br /> Heavy Trucks (Initial) 1,650 <br /> Heavy Trucks (Cumulative): 17,203,200 <br /> Operational Speed (MPH): 65 <br /> Subgrade Classification A-2-4 <br /> Subgrade Resilient Modulus (psi) 21,500 <br /> Joint Spacing (ft) 15 <br /> Dowel Diameter (in) 1.5 <br /> Slab Width (ft) 12 <br /> ABC Class 6 Thickness (in): 6 <br /> PCC Thickness (in) 11 <br /> Distress Prediction Summary <br /> Target Predicted <br /> Terminal IRI (in/mile): 200 163.87 <br /> Reliability (%): 95 99.62 <br /> Mean joint faulting (in) 0.14 0.08 <br /> Reliability (%): 95 99.99 <br /> JPCP transverse cracking (% slabs) 7 3.84 <br /> Reliability (%): 95 98.86 <br /> If you have any questions or need additional information, please don't hesitate to call. <br /> Cc: Jody Pieper <br /> Brian Long <br />