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with future traffic estimates (Traffic Inde-, provided by City) for <br />design and development of suitable, alterative replacement <br />sections. <br />Field Strength (deflection) data shall be reviewed for establishing <br />representative statistical sample limits (80th percentile deflection) <br />and shall include: <br />o Tabulation of all deflection measurements at all sensors at <br />each test location. <br />o Equivalent "Traveling Defleclonleter deflection value at the <br />loading point. <br />* All field notes locating cross streets, pertinent landmarks, <br />field Conditions, etc. <br />* Pavement surface temperature measurements at each test <br />location. <br />o, Global Position S'*Stcni (GPS) spatial data corresponding to <br />each test location. <br />Final Report <br />The Final Report will include: <br />• All data developed during the investigation, <br />• Structural analysis with alternate rehabilitation <br />recommendations. <br />• Replacement section recommendations for areas of <br />reconstruction. <br />• All services will be supervised by Engineer specializing in <br />the ev'I'luAti011 and design of pavement systems and Registered ill <br />the State of California. <br />