That teeing said, the existing structure of Capital was 7" to 3" of .ACP on clay with the top 2 inches <br />delaminated. The Class counts conducted in 2015 only registered 5.5 Class 5, equating to a 20 year design <br />ESAL of 13,917, and a 30 year of 22,237. Based on an R value of 5, the existing structural number was <br />2.94. The required SN is 2,0 for 20 year, and 2.2 for 30 year, so the existing ACP thickness meets a 30 year <br />design. <br />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 8° of ACP, the traffic count could more than double and the street would meet the design <br />requirements. <br />PW 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.Hi gq insQci.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.GioelloP_ci.eugene.or.us> <br />Date: September 8, 2017 at 8:14:34 AM PDT <br />To: FAVREAU Eric J <Eric.J.Favreau@ci.eugene.or.us> <br />Subject: F : Email for E.Favreau <br />From: CW Murchison [mailto:cwmurchison aagmail.com] <br />Sent: Thursday, September 07, 2017 10:35 PM <br />To: GIOELLO Nick R <Nick. R.Gioello(@,ci.eugene.or.us> <br />Cc: faris cassell <fcasse I I (Dcom cast. net> <br />Subject: Email for E.Favreau <br />