The treatment for the street was a 2` to 4" cold plane pavement removal followed by 2" to 4" of ACP. <br />With 7" to 3" of ACP, the traffic count could more than double and the street would meet the design <br />requirements. <br />PWE has not done any work or research on Fairmount or 21St. <br />From: FAVREAU Eric J <br />Sent: Tuesday, September 12, 2017 9:43 AM <br />To: HIGGINS Teri L <Teri.L.Higgins ci.eugene.or.us> <br />Subject: Fwd: Email for E.Favreau <br />Hi Teri, <br />The neighbors of Capital Hill were curious about the pavement design of Capital Drive. Do you have <br />that info? See email below. <br />Thanks, <br />Eric <br />Sent from my iPhone <br />Begin forwarded message: <br />From: GIOELLO Nick R <Nick. R.Gioello(c.ci.eugene.or.us> <br />Date: September 8, 2017 at 8:14:34 AM PDT <br />To: FAVREAU Eric J <Eric.J.Favreau(aD_ci.eugene.or.us> <br />Subject: FW: Email for E.Favreau <br />From: CW Murchison [maiIto: cwmurchison( gmail. com] <br />Sent: Thursday, September 07, 2017 10:35 PM <br />To: GIOELLO Nick R <Nick. R.Gioello(Qci.eugene.or.us> <br />Cc: faris cassell <fcassell(d comcast.net> <br />Subject: Email for E.Favreau <br />Nick just a quick request to Eric Favreau. Could you please forward this to him. Thanks. <br />What were the load estimates/assumptions used in the equations/calculations for the 20 or 30 <br />year life of road construction standard for Capital Dr., Spring, Fairmount and 21 st along the <br />likely traffic routes to the CHPUD. <br />Thanks so much once again, <br />