i 80 silvercreek junction to wanship utah
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I-80; Silvercreek Junction to Wanship, Utah Joe Serre and Cody - PowerPoint PPT Presentation

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


  1. I-80; Silvercreek Junction to Wanship, Utah Joe Serre and Cody Preston Geneva Rock Products, Inc.

  2.  Elevation  Weather Conditions  Traffic  Existing Condition of Road and Sub Base  Budget

  3.  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

  4.  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

  5. Mill set to bottom of CTAB layer Excess tailing moved to areas lacking Shaping done by 3D guided equipment

  6. Test strips done at 7%, 8%, 9% cement content Delivered in Bulk Transferred to spreading machine Spread dry

  7. Rotomill mixed dry cement into milled asphalt and added water Actual cement content to meet strength requirements was 7%

  8. Sheepsfoot roller 3D Guided Grader Smoothdrum roller

  9. Water cured until prime coat application Placed Enviroprime prime coat Ready for PCCP

  10.  Mainline 12 in. thick PCCP over 4 in. CTAB  Ramps 10 in. thick PCCP over 4 in. CTAB

  11. Held up well under construction traffic Yield loss compared to aggregate base Can’t adjust elevation easily

  12.  2014 Standard C150 Type II/V  2015 Envirocore C1157 Type MS

  13.  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

  14.  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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