0+000 2964 2966 2968 2970 2972 2964 2966 2968 2970 2972 0 5 10 15 0 -5 -10 -15 0+020 2962 2964 2966 2968 2970 2972 2974 2962 2964 2966 2968 2970 2972 2974 0 5 10 15 0 -5 -10 -15 0+040 2958 2960 2962 2964 2966 2968 2970 2972 2958 2960 2962 2964 2966 2968 2970 2972 0 5 10 15 0 -5 -10 -15 0+110 2954 2956 2958 2960 2962 2964 2966 2954 2956 2958 2960 2962 2964 2966 0 5 10 15 0 -5 -10 -15 0+120 2954 2956 2958 2960 2962 2964 2966 2954 2956 2958 2960 2962 2964 2966 0 5 10 15 0 -5 -10 -15 0+130 2954 2956 2958 2960 2962 2964 2954 2956 2958 2960 2962 2964 0 5 10 15 0 -5 -10 -15 0+200 2948 2950 2952 2954 2956 2958 2960 2948 2950 2952 2954 2956 2958 2960 0 5 10 15 0 -5 -10 -15 0+220 2944 2946 2948 2950 2952 2954 2944 2946 2948 2950 2952 2954 0 5 10 15 0 -5 -10 -15 0+240 2942 2944 2946 2948 2950 2942 2944 2946 2948 2950 0 5 10 15 0 -5 -10 -15 0+ 2934 2936 2938 2940 2942 2944 2946 -5 -10 -15 0+ 2930 2932 2934 2936 2938 2940 -5 -10 -15 0+ 2930 2932 2934 2936 2938 -5 -10 -15 CT=2969.96 CR=2969.78 CT=2968.53 CR=2967.99 CT=2966.87 CR=2966.19 CT=2962.01 CR=2959.92 CT=2961.55 CR=2959.00 CT=2958.86 CR=2958.11 CT=2953.62 CR=2951.57 CT=2948.30 CR=2949.52 CT=2946.79 CR=2947.47 CT=2937.6 CR=2936.8 CT=2934.2 CR=2934.4 CT=2934.0 CR=2933.3 AC=2.11 m2 AR=0.73 m2 AC=4.91 m2 AR=39.18 m2 AC=4.81 m2 AR=50.64 m2 AC=23.16 m2 AR=27.46 m2 AC=30.34 m2 AR=34.94 m2 AC=9.56 m2 AR=28.56 m2 AC=36.28 m2 AR=32.99 m2 AC=16.36 m2 AR=5.38 m2 AC=4.56 m2 AR=4.52 m2 AC=3.68 m2 AR=3.01 m2 TESIS: "ESTUDIO DEFINITIVO DE LA CARRETERA C.P CAMPAMENTO &3 &$3$5,&2 ¤ &3 086$'(1 ¤ &3 18(92 &(/(1',1 DISTRITO DE CORTEGANA, PROVINCIA DE CELENDIN, REGION CAJAMARCA" '(6&5,3&,Ï1 SECCIONES TRANSVERALES PROGRESIVA 0+000 - 0+850 RESPONSABLES: %$&+ &$0326 6È1&+(= -26e %$&+ %5,21(6 52'5Ë*8(= 0$59,1 %$&+ 0(1'2=$ &,(=$ -26e /È0,1$ 1 SE-01 FECHA: ESCALA: MARZO, 2015 1/200
