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Liberalism and the Crisis of the American University Donald Alexander Downs. Eric D. Evans '69, AfroAmerican SOciety Leader, addresses the press on April 20, 1969 (Archives picture collection, #1362497). COurtesy of the Division of Rare and Manuscript Collections, Cornell University Ubrary. Cornell University President James A. Perkins being shoved away from. Cornell '69 : Illustrations.69179 787 All (O) 5760 118 140 69180 788 All (O) 5760 115 133 69181 789 All (O) 1238.72 113 128 69182 829 All (O) 5760 125 158 69183 830 All (O) 5760 122 150 69184 831 All (O) 5760 119 142 69185 832 All (O) 5760 116 128 69186 833 All (O) 1505.05 114 122 69187 875 All (O) 5760 120 142 69188 876 All (O) 5760 116 136 69189 877 AH (O) 1770.97 114 130

69190.921 All (O) 2036.47 115 130 PROTRACTION DIAGRAM, CHARLOTTE HARBOR NG 174 69191 I. o Table 2.1 — Alternative O4F Crossings and Interchanges | Station | Description | |69 is Interchandes | K TKE (Red) 3205+ | Cooper Creek Road over I69 under 32844 ||69 Over SR 87 OVer Interchange 3314+ | Thumb Road Over I69 under 3341+ Faye Barfield Road over I69 under EG (E ] 3425+ | William Switch Road over I69 under 3496+ | Glimp Road over I69 under 3603+ ||69 Over SR 19 Over Interchange 3656+ | Barlow Road over I69 under 3703+ | ChiSolm Road (AHTD) dated September 27, 1999. This report identifies the Southeast Arkansas I69 Connector as an important link between I69 near Monticello, Arkansas and the existing Interstate system through

Pine.Bluff, Arkansas. It will also serve state and local needs by removing through traffic from current northsouth highways and by providing additional needed transportation service to the area. The logical tennini for the Southeast Arkansas I69 Connector are also defined in the August CHAPTER II Alternatives II27 * • Cumulative I69 Scenario – Future network with the full buildout of the National I69 PJ Corridor to assess the cumulative trafficrelated impacts for the I69 Mississippi River Crossing. The assessments of the NoBuild and the FreewayBuild Scenarios were performed using the I69 Mississippi River Crossing travel demand forecasting model created by this project. For the Cumulative I69 Scenario, a separate, preexisting

forecasting.model National Additional Criteria for I69 For the purposes of the I69 Corridor, the FHWA guidelines have been expanded upon to establish criteria for evaluating the SIUs. The following is the list of criteria that was used to determine the termini for each SIU within the I69 Corridor. Congress bases this on the premise that I69 is to be an Interstate highway in accordance with the mandate. Each SIU should: PBegin at an Interstate Highway, US or State numbered route (including toll roads) that have 

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