I-80; Silvercreek Junction to Wanship, Utah Joe Serre and Cody Preston Geneva Rock Products, Inc.
Elevation Weather Conditions Traffic Existing Condition of Road and Sub Base Budget
7.55 Miles 2-12 ft. lanes each direction with 4 ft. and 10 ft shoulders Existing asphalt surface 377,500 SY of CTAB with PCCP overlay Project start June 2014 – completion October 2015 Eastbound complete in 2014 with Holcim Type II/V Cement Westbound completed in 2015 with Holcim Envirocore Cement
Cross sections included 4 in. CTAB and 12 in. PCCP Contract required 9% to 11% cement content UCS values between 300 – 500 PSI at 7 Days Moist cure for 72 hrs or until prime coat applied No construction traffic for 72 hrs
Mill set to bottom of CTAB layer Excess tailing moved to areas lacking Shaping done by 3D guided equipment
Test strips done at 7%, 8%, 9% cement content Delivered in Bulk Transferred to spreading machine Spread dry
Rotomill mixed dry cement into milled asphalt and added water Actual cement content to meet strength requirements was 7%
Sheepsfoot roller 3D Guided Grader Smoothdrum roller
Water cured until prime coat application Placed Enviroprime prime coat Ready for PCCP
Mainline 12 in. thick PCCP over 4 in. CTAB Ramps 10 in. thick PCCP over 4 in. CTAB
Held up well under construction traffic Yield loss compared to aggregate base Can’t adjust elevation easily
2014 Standard C150 Type II/V 2015 Envirocore C1157 Type MS
Duplicated mix design with different cements Trial batch results were similar Holcim II/V: 5980 PSI Mix design Envirocore: 5710 PSI Trial Batches Field Performance Field Performance 2014: Holcim Type II/V 5109 PSI Average 2015: Holcim Envirocore 4985 PSI Average
Allow ample time for CTAB test strips Must be able to drive on CTAB earlier than 72 hours. The longer you can wait to place prime coat, the less ruts will form. After 2 days no chance of shaping CTAB Envirocore cement performs similar to standard cement
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