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• 22210_New_JPCP_Template (2018) <br /> File Name:C:\Users\meroj\Documents\22210 US 287 Passing Lanes Lamar to Eads\22210_New_]PCP_Template(2018).dgpx <br /> Design Inputs <br /> Design Life: 30 years Existing construction: - Climate Data 38.07,-102.688 <br /> Design Type: JPCP Pavement construction: March, 2020 Sources(Lat/Lon) <br /> Traffic opening: August, 2020 <br /> Design Structure Traffic <br /> Layer type Material Type Thickness(in) Joint Design: Age(year) Heavy Trucks <br /> PCC R2 Level 2 Rocky Mtn 10.8 Joint spacing(ft) 15.0 (cumulative) <br /> Premix initial 1,650 <br /> NonStabilized Crushed gravel 6.0 Dowel diameter(in) 1.50 2020 (initial) <br /> lab width (ft) 12.0 2035 (15 years) 6,725,320 <br /> Subgrade A-2-4 Semi-infinite 12050(30 years) 17,203,200 <br /> Design Outputs <br /> Distress Prediction Summary <br /> Distress @ Specified <br /> Reliability <br /> Criterion <br /> Distress Type <br /> Reliability <br /> Target Predicted Target Achieved <br /> Terminal IRI (in/mile) 200.00 163.87 95.00 99.62 Pass <br /> Mean joint faulting (in) 0.14 0.08 95.00 99.99 Pass <br /> JPCP transverse cracking (percent slabs) 7.00 3.84 95.00 99.86 Pass <br /> Distress Charts <br /> IRI Faulting <br /> 220 200 0.16 <br /> 0,14 <br /> 200 <br /> 0.14 <br /> 1S0 163,81 <br /> o.iz <br /> 140 <br /> 0.08 <br /> 120 .... 1 05,6 0.08 <br /> '-' 106 LL b.i]6 .. <br /> Initial IRI;76 -.,_---- ---- -�••_- 0.09 0.0 <br /> 80 - - <br /> 60 0.02 - <br /> 0 5 10 15 2.. H 31' <br /> Pavement Age(years) Pave mentAge(years) <br /> Cracking PCC <br /> s <br /> 7 <br /> 7 <br /> 6 <br /> v <br /> a 5 <br /> 4 . 34 <br /> ................. <br /> a s .. <br /> � 2 <br /> .................................... <br /> 1 <br /> 0,01 <br /> 0 <br /> Pavement Age(years) <br /> — Threshold Value ••••• @ Specified Reliability --- 0 501A Reliability <br /> Report generated on: Version:2.3.1- Createdby' Approvedby' Pa e 1 of 14 <br /> 5/13/2019 9:03 AM hotfix- on:8/5/2016 12:00 AM on:8/5/2016 12:00 AM 9 <br />