A. Carretera Lunahuana – Dv. Yauyos – Chupaca, Tramo: Roncha – Chupaca.
T ramo: 0+000 - 5+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: NOR YAUYOS Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:18°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 09/09/19 00+000 I 5.0 0.00 1.00 6.25 13.50 18.75 21.25 22.00 23.50 24.50 10.0 98 53.879
2 09/09/19 00+050 I 5.0 0.00 3.00 5.75 13.75 20.75 23.00 23.50 24.00 25.75 10.0 103 49.603
3 09/09/19 00+100 I 5.0 0.00 -0.75 3.00 11.00 18.00 20.50 20.75 21.50 23.00 10.0 92 60.096
4 09/09/19 00+150 I 5.0 0.00 4.75 8.75 15.25 21.00 23.50 24.50 25.75 27.25 10.0 109 45.290
5 09/09/19 00+200 I 5.0 0.00 1.00 5.00 11.50 16.25 20.50 21.25 21.75 23.75 10.0 95 56.818
6 09/09/19 00+250 I 5.0 0.00 3.50 8.25 15.75 21.50 21.50 24.00 24.50 26.50 10.0 106 47.348
7 09/09/19 00+300 I 5.0 0.00 1.25 5.25 14.50 19.00 21.25 21.75 23.25 24.50 10.0 98 53.879
8 09/09/19 00+350 I 5.0 0.00 3.75 7.00 15.00 20.00 22.75 24.00 25.25 26.50 10.0 106 47.348
9 09/09/19 00+400 I 5.0 0.00 4.00 7.50 15.00 20.75 21.75 24.00 24.50 26.50 10.0 106 47.348
10 09/09/19 00+450 I 5.0 0.00 2.00 5.25 14.00 17.75 20.75 22.75 23.75 25.00 10.0 100 52.083
11 09/09/19 00+500 I 5.0 0.00 3.00 7.00 15.50 21.00 21.75 24.25 24.50 26.50 10.0 106 47.348
12 09/09/19 00+550 I 5.0 0.00 0.75 4.75 11.75 17.25 19.50 21.00 22.25 23.50 10.0 94 57.870
13 09/09/19 00+600 I 5.0 0.00 0.75 5.50 12.50 18.50 20.75 21.75 23.00 24.50 10.0 98 53.879
14 09/09/19 00+650 I 5.0 0.00 4.25 8.00 15.75 21.50 23.75 25.00 26.50 27.50 10.0 110 44.643
15 09/09/19 00+700 I 5.0 0.00 1.25 6.50 11.75 17.50 20.50 21.50 22.00 24.00 10.0 96 55.804
16 09/09/19 00+750 I 5.0 0.00 -0.50 2.75 12.50 16.75 18.00 20.50 21.25 22.75 10.0 91 61.275
17 09/09/19 00+800 I 5.0 0.00 0.00 5.75 13.75 16.25 19.25 21.25 22.00 23.75 10.0 95 56.818
18 09/09/19 00+850 I 5.0 0.00 5.00 7.75 15.25 21.25 24.50 25.25 26.25 27.50 10.0 110 44.643
19 09/09/19 00+900 I 5.0 0.00 0.75 5.00 10.75 15.75 18.25 20.50 21.75 23.25 10.0 93 58.962
20 09/09/19 00+950 I 5.0 0.00 1.00 3.75 12.25 18.50 21.00 21.00 22.50 23.75 10.0 95 56.818
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1213 462
101.1 51.3
5.9 5.1
34.5 25.9
5.8 9.9
92 45
109 60
110.7
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 09/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación Número de Ensayos
Suma de Valores Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor MáximoDeflexión Característica 0
40 80 120 160
00+000 00+050 00+100 00+150 00+200 00+250 00+300 00+350 00+400 00+450 00+500 00+550 00+600 00+650 00+700 00+750 00+800 00+850 00+900 00+950
Dmax 120
T ramo: 0+000 - 5+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: NOR YAUYOS Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:18°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 09/09/19 01+000 I 5.0 0.00 1.00 4.50 13.00 17.25 21.25 22.00 22.25 24.25 10.0 97 54.825
2 09/09/19 01+050 I 5.0 0.00 0.25 4.25 12.00 18.00 20.00 20.75 22.25 23.25 10.0 93 58.962
3 09/09/19 01+100 I 5.0 0.00 2.50 5.50 13.75 18.75 21.00 22.50 23.75 25.25 10.0 101 51.230
4 09/09/19 01+150 I 5.0 0.00 0.75 6.50 14.25 17.50 19.25 22.00 23.25 24.25 10.0 97 54.825
5 09/09/19 01+200 I 5.0 0.00 1.00 6.50 12.25 16.50 19.75 21.50 22.25 24.00 10.0 96 55.804
6 09/09/19 01+250 I 5.0 0.00 3.25 6.25 16.00 20.75 22.25 23.50 25.25 26.25 10.0 105 48.077
7 09/09/19 01+300 I 5.0 0.00 -0.50 5.25 12.75 17.75 18.50 20.25 21.25 22.75 10.0 91 61.275
8 09/09/19 01+350 I 7.5 0.00 0.75 4.75 11.50 15.75 20.75 21.00 22.00 23.25 10.0 93 58.962
9 09/09/19 01+400 I 7.5 0.00 1.25 6.50 13.25 17.75 22.00 22.75 23.25 25.00 10.0 100 52.083
10 09/09/19 01+450 I 7.5 0.00 1.75 7.00 12.75 18.75 22.25 22.50 24.00 25.00 10.0 100 52.083
11 09/09/19 01+500 I 7.5 0.00 4.25 6.75 15.75 20.50 23.25 24.50 25.75 26.75 10.0 107 46.642
12 09/09/19 01+550 I 7.5 0.00 5.00 7.75 17.25 21.50 22.75 25.25 26.50 27.50 10.0 110 44.643
13 09/09/19 01+600 I 7.5 0.00 2.25 6.50 13.25 18.50 21.00 22.50 23.75 25.00 10.0 100 52.083
14 09/09/19 01+650 I 7.5 0.00 -0.25 4.25 11.75 17.50 17.50 20.00 21.50 22.50 10.0 90 62.500
15 09/09/19 01+700 I 7.5 0.00 3.00 7.75 13.50 19.50 22.50 23.25 23.75 25.75 10.0 103 49.603
16 09/09/19 01+750 I 7.5 0.00 2.00 6.50 13.00 18.00 22.25 22.50 23.25 24.75 10.0 99 52.966
17 09/09/19 01+800 I 7.5 0.00 3.25 6.00 13.50 18.75 22.75 23.25 24.75 25.75 10.0 103 49.603
18 09/09/19 01+850 I 7.5 0.00 2.00 6.50 13.50 19.75 21.00 22.00 22.75 24.75 10.0 99 52.966
19 09/09/19 01+900 I 7.5 0.00 1.75 4.25 12.00 18.50 20.75 22.00 22.50 24.25 10.0 97 54.825
20 09/09/19 01+950 I 7.5 0.00 -0.75 4.75 11.50 17.50 19.25 20.25 21.25 23.00 10.0 92 60.096
Deflex.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1190 496
99.2 55.1
4.4 4.2
19.8 17.8
4.5 7.6
91 45
110 61
106.5
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica Parámetros 09/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Relación de Brazos
4 en 1
0 40 80 120 160
01+000 01+050 01+100 01+150 01+200 01+250 01+300 01+350 01+400 01+450 01+500 01+550 01+600 01+650 01+700 01+750 01+800 01+850 01+900 01+950
Dmax 120
T ramo: 0+000 - 5+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: NOR YAUYOS Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:18°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 09/09/19 02+000 I 7.5 0.00 2.75 6.00 15.25 20.50 22.75 23.50 24.25 26.00 10.0 104 48.828
2 09/09/19 02+050 I 7.5 0.00 4.25 8.50 15.25 20.25 24.75 24.75 26.00 27.50 10.0 110 44.643
3 09/09/19 02+100 I 7.5 0.00 0.25 4.75 10.75 18.00 19.50 20.75 21.75 23.00 10.0 92 60.096
4 09/09/19 02+150 I 7.5 0.00 3.50 7.50 15.50 21.25 24.25 24.50 25.50 26.75 10.0 107 46.642
5 09/09/19 02+200 I 7.5 0.00 4.25 7.50 16.75 19.75 24.50 24.50 26.25 27.25 10.0 109 45.290
6 09/09/19 02+250 I 7.5 0.00 0.00 6.00 12.25 18.00 19.25 21.00 22.50 23.75 10.0 95 56.818
7 09/09/19 02+300 I 7.5 0.00 1.25 5.25 13.25 17.50 20.25 21.25 23.00 24.00 10.0 96 55.804
8 09/09/19 02+350 I 7.5 0.00 2.25 5.75 14.75 20.00 21.75 23.00 24.50 25.75 10.0 103 49.603
9 09/09/19 02+400 I 7.5 0.00 3.25 7.75 15.50 21.00 22.75 24.00 25.50 26.75 10.0 107 46.642
10 09/09/19 02+450 I 7.5 0.00 0.50 3.75 12.25 17.75 19.00 20.75 21.50 23.00 10.0 92 60.096
11 09/09/19 02+500 I 7.5 0.00 2.75 8.25 13.50 18.25 21.25 23.50 24.00 25.75 10.0 103 49.603
12 09/09/19 02+550 I 7.5 0.00 0.75 6.25 11.75 17.25 20.25 21.25 22.25 24.00 10.0 96 55.804
13 09/09/19 02+600 I 7.5 0.00 1.75 6.25 14.75 20.25 22.75 22.75 23.75 25.50 10.0 102 50.403
14 09/09/19 02+650 I 7.5 0.00 -0.50 5.25 12.50 16.50 18.00 20.50 20.75 22.75 10.0 91 61.275
15 09/09/19 02+700 I 7.5 0.00 -0.50 4.00 10.25 16.50 17.75 20.00 21.25 22.75 10.0 91 61.275
16 09/09/19 02+750 I 7.5 0.00 3.25 7.00 16.00 20.50 24.25 24.50 25.00 27.00 10.0 108 45.956
17 09/09/19 02+800 I 7.5 0.00 -0.75 3.75 11.75 15.00 18.75 20.00 21.50 22.50 10.0 90 62.500
18 09/09/19 02+850 I 7.5 0.00 -0.25 6.00 11.75 17.75 18.50 21.00 22.00 23.50 10.0 94 57.870
19 09/09/19 02+900 I 7.5 0.00 3.50 8.25 15.75 19.75 23.50 23.50 24.75 26.25 10.0 105 48.077
20 09/09/19 02+950 I 7.5 0.00 2.75 6.00 16.00 20.75 22.50 23.75 24.00 26.00 10.0 104 48.828
Deflex.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1214 454
101.2 50.5
6.6 5.6
43.8 31.9
6.5 11.2
92 45
110 60
112.0
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica Parámetros 09/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Relación de Brazos
4 en 1
0 40 80 120 160
02+000 02+050 02+100 02+150 02+200 02+250 02+300 02+350 02+400 02+450 02+500 02+550 02+600 02+650 02+700 02+750 02+800 02+850 02+900 02+950
Dmax 120
T ramo: 0+000 - 5+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: NOR YAUYOS Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:18°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 09/09/19 03+000 I 7.5 0.00 4.25 7.75 14.75 21.00 22.00 24.25 25.25 26.75 10.0 107 46.642
2 09/09/19 03+050 I 7.5 0.00 -0.75 3.00 10.75 15.00 19.75 20.25 21.00 22.50 10.0 90 62.500
3 09/09/19 03+100 I 7.5 0.00 4.25 7.50 15.25 19.75 22.50 24.75 26.25 27.25 10.0 109 45.290
4 09/09/19 03+150 I 7.5 0.00 -0.75 3.00 12.75 16.25 19.25 20.25 22.00 23.00 10.0 92 60.096
5 09/09/19 03+200 I 7.5 0.00 2.50 6.25 15.75 19.50 22.50 23.75 25.00 26.00 10.0 104 48.828
6 09/09/19 03+250 I 7.5 0.00 3.25 8.25 15.25 19.00 22.75 24.25 24.75 26.50 10.0 106 47.348
7 09/09/19 03+300 I 7.5 0.00 0.25 6.50 12.00 16.50 20.00 21.75 22.75 24.00 10.0 96 55.804
8 09/09/19 03+350 I 7.5 0.00 2.50 7.00 14.25 18.00 22.75 23.00 23.50 25.50 10.0 102 50.403
9 09/09/19 03+400 I 7.5 0.00 -0.25 5.00 13.00 18.50 19.75 21.00 21.75 23.50 10.0 94 57.870
10 09/09/19 03+450 I 7.5 0.00 -0.50 4.00 11.00 18.00 19.00 20.75 21.25 23.25 10.0 93 58.962
11 09/09/19 03+500 I 7.5 0.00 2.00 5.50 13.75 18.75 20.25 22.25 22.75 24.50 10.0 98 53.879
12 09/09/19 03+550 I 7.5 0.00 0.50 3.25 11.75 16.75 20.25 20.25 21.00 23.00 10.0 92 60.096
13 09/09/19 03+600 I 7.5 0.00 2.75 9.00 15.50 20.50 23.50 24.25 25.00 26.50 10.0 106 47.348
14 09/09/19 03+650 I 7.5 0.00 -0.75 3.00 10.50 17.25 17.50 19.75 21.00 22.50 10.0 90 62.500
15 09/09/19 03+700 I 7.5 0.00 0.25 3.00 12.00 15.50 18.00 20.50 21.75 23.00 10.0 92 60.096
16 09/09/19 03+750 I 7.5 0.00 1.25 6.50 14.00 18.00 19.50 22.00 22.25 24.25 10.0 97 54.825
17 09/09/19 03+800 I 7.5 0.00 4.25 9.00 15.50 20.75 24.00 24.75 25.50 27.25 10.0 109 45.290
18 09/09/19 03+850 I 7.5 0.00 0.50 6.00 11.50 17.75 20.50 21.25 22.50 23.75 10.0 95 56.818
19 09/09/19 03+900 I 7.5 0.00 1.00 4.50 12.50 19.00 21.75 22.00 23.00 24.25 10.0 97 54.825
20 09/09/19 03+950 I 7.5 0.00 1.25 5.50 13.25 18.50 21.00 22.25 23.00 24.75 10.0 99 52.966
Deflex.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1183 475
98.6 52.8
7.1 6.4
50.3 40.9
7.2 12.1
90 45
109 63
110.2
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica Parámetros 09/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Relación de Brazos
4 en 1
0 40 80 120 160
03+000 03+050 03+100 03+150 03+200 03+250 03+300 03+350 03+400 03+450 03+500 03+550 03+600 03+650 03+700 03+750 03+800 03+850 03+900 03+950
Dmax 120
T ramo: 0+000 - 5+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: NOR YAUYOS Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:18°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 09/09/19 04+000 I 7.5 0.00 4.00 7.00 16.00 20.25 22.75 24.25 25.00 27.00 10.0 108 45.956
2 09/09/19 04+050 I 7.5 0.00 1.25 5.50 13.00 17.75 20.25 21.25 22.75 24.00 10.0 96 55.804
3 09/09/19 04+100 I 7.5 0.00 0.75 5.00 11.75 17.25 18.75 20.75 22.00 23.50 10.0 94 57.870
4 09/09/19 04+150 I 7.5 0.00 0.25 4.50 11.75 17.00 19.75 21.00 21.50 23.50 10.0 94 57.870
5 09/09/19 04+200 I 7.5 0.00 2.75 6.50 15.50 20.25 22.75 23.75 24.50 26.25 10.0 105 48.077
6 09/09/19 04+250 I 7.5 0.00 2.75 7.75 14.50 19.50 22.25 24.25 25.25 26.50 10.0 106 47.348
7 09/09/19 04+300 I 7.5 0.00 3.75 7.25 16.25 20.75 22.75 24.75 25.25 27.25 10.0 109 45.290
8 09/09/19 04+350 I 7.5 0.00 2.25 7.75 14.75 19.75 21.75 22.75 23.75 25.25 10.0 101 51.230
9 09/09/19 04+400 I 7.5 0.00 4.50 7.50 16.25 21.50 22.75 25.25 25.50 27.50 10.0 110 44.643
10 09/09/19 04+450 I 7.5 0.00 0.75 4.00 13.25 18.25 19.00 20.50 22.00 23.25 10.0 93 58.962
11 09/09/19 04+500 I 7.5 0.00 0.00 5.50 13.25 18.50 20.25 21.25 21.75 23.75 10.0 95 56.818
12 09/09/19 04+550 I 7.5 0.00 3.00 6.75 14.50 20.50 21.50 23.75 25.50 26.50 10.0 106 47.348
13 09/09/19 04+600 I 7.5 0.00 2.75 6.25 15.25 20.50 21.25 22.75 24.50 25.50 10.0 102 50.403
14 09/09/19 04+650 I 7.5 0.00 3.00 6.00 14.50 20.75 22.25 23.25 24.50 25.75 10.0 103 49.603
15 09/09/19 04+700 I 7.5 0.00 3.50 7.75 16.00 21.00 23.25 23.50 25.25 26.25 10.0 105 48.077
16 09/09/19 04+750 I 7.5 0.00 3.25 8.00 15.00 21.75 22.00 24.00 25.75 26.75 10.0 107 46.642
17 09/09/19 04+800 I 7.5 0.00 0.75 5.50 13.25 19.00 21.00 21.50 22.50 24.00 10.0 96 55.804
18 09/09/19 04+850 I 7.5 0.00 1.50 7.25 12.75 20.00 21.00 22.50 24.00 25.00 10.0 100 52.083
19 09/09/19 04+900 I 7.5 0.00 0.75 5.50 12.25 16.50 21.50 21.75 22.50 24.00 10.0 96 55.804
20 09/09/19 04+950 I 7.5 0.00 1.75 5.50 12.50 17.25 21.50 22.25 23.25 24.50 10.0 98 53.879
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1217 454
101.4 50.5
6.5 5.4
42.0 29.4
6.4 10.7
94 45
110 59
112.0
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica Paráme tros 09/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
0 40 80 120 160
04+000 04+050 04+100 04+150 04+200 04+250 04+300 04+350 04+400 04+450 04+500 04+550 04+600 04+650 04+700 04+750 04+800 04+850 04+900 04+950
Dmax 120
T ramo: 0+000 - 5+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: NOR YAUYOS Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:18°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 09/09/19 05+000 I 7.5 0.00 0.50 3.25 11.25 18.25 20.75 21.00 21.50 23.25 10.0 93 58.962
2 09/09/19 05+050 I 7.5 0.00 3.75 6.50 14.25 20.75 22.75 23.75 25.00 26.50 10.0 106 47.348
3 09/09/19 05+100 I 7.5 0.00 -1.00 4.25 11.00 17.75 18.75 20.25 21.75 22.75 10.0 91 61.275
4 09/09/19 05+150 I 7.5 0.00 4.25 7.75 17.00 21.25 22.75 24.50 25.25 27.00 10.0 108 45.956
5 09/09/19 05+200 I 7.5 0.00 3.00 7.75 14.00 20.25 22.75 24.00 25.00 26.25 10.0 105 48.077
6 09/09/19 05+250 I 7.5 0.00 1.25 6.25 12.50 19.00 21.75 21.50 23.00 24.25 10.0 97 54.825
7 09/09/19 05+300 I 7.5 0.00 1.50 4.50 12.25 17.25 21.75 22.00 22.75 24.25 10.0 97 54.825
8 09/09/19 05+350 I 7.5 0.00 3.00 8.50 15.50 20.00 21.75 23.25 25.00 26.00 10.0 104 48.828
9 09/09/19 05+400 I 7.5 0.00 0.00 3.25 12.00 15.75 19.00 20.25 21.00 23.00 10.0 92 60.096
10 09/09/19 05+450 I 7.5 0.00 1.00 4.25 13.50 17.75 19.75 21.75 22.75 24.00 10.0 96 55.804
11 09/09/19 05+500 I 7.5 0.00 3.00 7.50 16.00 19.00 22.75 24.00 24.50 26.50 10.0 106 47.348
12 09/09/19 05+550 I 7.5 0.00 -1.00 4.00 10.50 16.75 18.75 20.25 21.75 22.75 10.0 91 61.275
13 09/09/19 05+600 I 7.5 0.00 3.25 7.00 16.00 20.00 23.25 24.75 26.00 27.00 10.0 108 45.956
14 09/09/19 05+650 I 7.5 0.00 2.25 5.25 14.25 18.25 22.25 22.50 23.50 24.75 10.0 99 52.966
15 09/09/19 05+700 I 7.5 0.00 3.75 7.25 15.00 21.75 23.00 24.50 25.25 27.00 10.0 108 45.956
16 09/09/19 05+750 I 7.5 0.00 3.00 7.00 16.00 21.50 24.00 24.00 24.50 26.50 10.0 106 47.348
17 09/09/19 05+800 I 7.5 0.00 2.25 7.00 13.50 18.00 22.00 22.25 23.75 24.75 10.0 99 52.966
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1186 480
98.8 53.4
6.6 5.9
43.4 35.4
6.7 11.1
91 46
108 61
109.6
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica Paráme tros 09/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
0 40 80 120 160
05+000 05+050 05+100 05+150 05+200 05+250 05+300 05+350 05+400 05+450 05+500 05+550 05+600 05+650 05+700 05+750 05+800
Dmax 120
B. Carretera Central Margen Derecha km 108
T ramo: 15+000 - 17+000 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . CENT RAL MARGEN DER. Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 10/09/19 15+000 I 10.0 0.00 0.75 6.25 12.75 15.00 18.00 18.25 20.25 22.00 10.0 88 65.104
2 10/09/19 15+050 I 10.0 0.00 3.25 7.25 13.25 15.75 17.50 19.00 21.75 22.50 10.0 90 62.500
3 10/09/19 15+100 I 10.0 0.00 -0.25 5.75 10.50 12.75 16.50 17.75 19.50 20.25 10.0 81 76.220
4 10/09/19 15+150 I 10.0 0.00 2.50 9.00 12.00 15.75 19.25 19.50 21.50 23.00 10.0 92 60.096
5 10/09/19 15+200 I 10.0 0.00 3.50 7.50 12.50 15.00 18.25 19.50 20.50 22.25 10.0 89 63.776
6 10/09/19 15+250 I 10.0 0.00 1.75 7.50 12.25 16.50 19.25 20.25 22.25 23.00 10.0 92 60.096
7 10/09/19 15+300 I 10.0 0.00 3.75 6.75 13.75 16.25 18.50 18.75 21.50 22.50 10.0 90 62.500
8 10/09/19 15+350 I 10.0 0.00 0.25 6.75 10.25 13.50 15.75 18.25 19.00 20.75 10.0 83 72.674
9 10/09/19 15+400 I 10.0 0.00 1.25 8.25 13.00 16.00 17.75 19.25 21.00 22.25 10.0 89 63.776
10 10/09/19 15+450 I 10.0 0.00 0.75 5.75 9.50 12.75 16.25 17.75 18.75 20.25 10.0 81 76.220
11 10/09/19 15+500 I 10.0 0.00 1.50 4.50 9.75 13.00 15.75 17.50 19.50 20.50 10.0 82 74.405
12 10/09/19 15+550 I 10.0 0.00 4.25 7.75 14.50 17.00 18.75 19.50 22.50 23.25 10.0 93 58.962
13 10/09/19 15+600 I 10.0 0.00 1.50 6.75 11.50 14.25 17.00 17.75 20.25 21.00 10.0 84 71.023
14 10/09/19 15+650 I 10.0 0.00 0.25 5.25 10.25 13.50 16.50 17.50 18.75 20.50 10.0 82 74.405
15 10/09/19 15+700 I 10.0 0.00 3.50 7.50 12.50 16.75 18.25 20.50 22.25 23.25 10.0 93 58.962
16 10/09/19 15+750 I 10.0 0.00 -0.25 5.00 11.25 14.75 16.25 17.50 19.50 21.00 10.0 84 71.023
17 10/09/19 15+800 I 10.0 0.00 0.50 5.25 12.00 14.00 16.75 18.75 20.00 21.25 10.0 85 69.444
18 10/09/19 15+850 I 10.0 0.00 1.75 7.00 12.25 14.50 17.25 17.75 19.25 21.00 10.0 84 71.023
19 10/09/19 15+900 I 10.0 0.00 1.75 5.75 10.25 14.00 17.00 18.25 19.75 21.25 10.0 85 69.444
20 10/09/19 15+950 I 10.0 0.00 2.75 8.25 11.50 15.50 18.75 20.00 21.75 22.50 10.0 90 62.500
Deflex.Máx (0.01mm)
RC Mín.
(m)
100.0 100.0
12.0 9.0
1050 587
87.5 65.2
3.8 5.6
14.4 31.0
4.3 8.5
81 59
93 76
93.7
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica Parámetros 10/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Relación de Brazos
4 en 1
0 40 80 120 160
15+000 15+050 15+100 15+150 15+200 15+250 15+300 15+350 15+400 15+450 15+500 15+550 15+600 15+650 15+700 15+750 15+800 15+850 15+900 15+950
Dmax 100
T ramo: 15+000 - 17+000 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . CENT RAL MARGEN DER. Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 10/09/19 16+000 I 10.0 0.00 3.00 8.25 12.25 17.25 18.50 20.50 22.50 23.50 10.0 94 57.870
2 10/09/19 16+050 I 10.0 0.00 1.75 6.75 11.00 14.75 17.25 18.00 20.50 21.25 10.0 85 69.444
3 10/09/19 16+100 I 10.0 0.00 3.50 7.50 11.75 15.75 18.50 18.50 21.50 22.25 10.0 89 63.776
4 10/09/19 16+150 I 10.0 0.00 3.75 9.00 12.25 16.00 18.25 19.75 21.50 22.75 10.0 91 61.275
5 10/09/19 16+200 I 10.0 0.00 -0.50 5.00 9.50 13.00 15.75 16.50 19.50 20.25 10.0 81 76.220
6 10/09/19 16+250 I 10.0 0.00 1.25 6.00 10.50 15.00 16.75 18.25 20.25 21.75 10.0 87 66.489
7 10/09/19 16+300 I 10.0 0.00 4.25 8.00 13.50 17.50 19.25 20.75 22.25 23.75 10.0 95 56.818
8 10/09/19 16+350 I 10.0 0.00 1.00 6.00 9.00 14.00 16.00 17.75 19.00 20.25 10.0 81 76.220
9 10/09/19 16+400 I 10.0 0.00 1.25 7.50 11.50 15.00 16.50 18.75 20.50 21.25 10.0 85 69.444
10 10/09/19 16+450 I 10.0 0.00 2.25 7.75 13.25 15.25 17.75 18.75 21.00 22.50 10.0 90 62.500
11 10/09/19 16+500 I 10.0 0.00 2.25 6.75 11.25 15.00 18.00 18.50 20.75 22.25 10.0 89 63.776
12 10/09/19 16+550 I 10.0 0.00 2.75 7.25 13.00 15.50 17.75 19.50 21.25 22.75 10.0 91 61.275
13 10/09/19 16+600 I 10.0 0.00 -0.75 5.75 9.75 14.25 16.00 17.50 19.00 20.50 10.0 82 74.405
14 10/09/19 16+650 I 10.0 0.00 2.75 7.75 12.75 15.25 18.75 20.00 21.50 22.75 10.0 91 61.275
15 10/09/19 16+700 I 10.0 0.00 1.00 7.00 12.50 14.50 16.75 18.75 20.00 21.25 10.0 85 69.444
16 10/09/19 16+750 I 10.0 0.00 0.25 5.25 12.00 15.00 16.75 17.50 20.25 21.25 10.0 85 69.444
17 10/09/19 16+800 I 10.0 0.00 3.25 7.25 12.50 14.75 18.00 18.50 21.25 22.25 10.0 89 63.776
18 10/09/19 16+850 I 10.0 0.00 0.50 6.75 11.00 14.25 17.00 18.75 20.25 21.75 10.0 87 66.489
19 10/09/19 16+900 I 10.0 0.00 3.00 7.25 13.50 16.00 19.50 20.00 22.25 23.25 10.0 93 58.962
20 10/09/19 16+950 I 10.0 0.00 2.25 5.50 12.75 14.50 17.50 19.00 19.75 21.50 10.0 86 67.935
De fle x.Máx (0.01mm)
RC Mín.
(m)
100.0 100.0
12.0 9.0
1058 598
88.2 66.4
5.1 7.2
26.3 51.1
5.8 10.8
81 57
95 76
96.6
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica Paráme tros 10/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
0 40 80 120 160
16+000 16+050 16+100 16+150 16+200 16+250 16+300 16+350 16+400 16+450 16+500 16+550 16+600 16+650 16+700 16+750 16+800 16+850 16+900 16+950
Dmax 100
C. Carretera Central Margen Izquierda km 106 San Jerónimo de Tunán
T ramo: 4+000 - 9+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . CENT RAL MARGEN IZQ. Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 10/09/19 04+000 I 10.0 0.00 4.00 8.75 13.00 16.50 18.50 20.00 21.75 23.00 10.0 92 60.096
2 10/09/19 04+050 I 10.0 0.00 0.00 5.00 11.00 13.50 16.00 17.25 18.75 20.25 10.0 81 76.220
3 10/09/19 04+100 I 10.0 0.00 2.25 7.75 13.25 16.00 18.25 19.25 21.25 23.00 10.0 92 60.096
4 10/09/19 04+150 I 10.0 0.00 1.50 8.00 12.00 15.50 17.75 19.50 21.00 22.00 10.0 88 65.104
5 10/09/19 04+200 I 10.0 0.00 2.00 5.50 13.00 15.50 17.75 18.00 21.00 21.75 10.0 87 66.489
6 10/09/19 04+250 I 10.0 0.00 3.00 7.75 12.50 15.50 17.75 19.25 21.50 22.25 10.0 89 63.776
7 10/09/19 04+300 I 10.0 0.00 2.50 6.50 12.00 16.25 18.25 19.75 21.25 22.75 10.0 91 61.275
8 10/09/19 04+350 I 10.0 0.00 2.50 8.75 13.75 16.00 18.75 19.75 22.25 23.25 10.0 93 58.962
9 10/09/19 04+400 I 10.0 0.00 2.25 7.75 12.50 14.75 18.00 18.50 21.25 22.25 10.0 89 63.776
10 10/09/19 04+450 I 10.0 0.00 1.00 7.25 12.00 15.50 18.00 18.25 21.00 21.75 10.0 87 66.489
11 10/09/19 04+500 I 10.0 0.00 3.25 7.75 13.75 15.75 19.00 19.75 22.50 23.25 10.0 93 58.962
12 10/09/19 04+550 I 10.0 0.00 2.75 7.00 13.75 15.00 18.00 20.00 20.75 22.50 10.0 90 62.500
13 10/09/19 04+600 I 10.0 0.00 2.75 9.25 14.50 16.50 19.00 21.00 22.00 23.50 10.0 94 57.870
14 10/09/19 04+650 I 10.0 0.00 -0.25 6.50 11.75 14.50 16.50 17.00 19.50 20.75 10.0 83 72.674
15 10/09/19 04+700 I 10.0 0.00 1.00 6.25 10.00 13.00 16.50 17.00 19.25 20.25 10.0 81 76.220
16 10/09/19 04+750 I 10.0 0.00 1.75 5.50 11.50 14.00 16.25 18.00 19.50 21.00 10.0 84 71.023
17 10/09/19 04+800 I 10.0 0.00 -0.25 4.25 9.00 13.50 15.75 17.00 18.50 20.25 10.0 81 76.220
18 10/09/19 04+850 I 10.0 0.00 2.50 8.00 13.25 16.00 18.00 20.50 21.75 23.00 10.0 92 60.096
19 10/09/19 04+900 I 10.0 0.00 3.25 7.25 12.50 15.50 18.25 19.50 21.50 22.25 10.0 89 63.776
20 10/09/19 04+950 I 10.0 0.00 1.25 5.00 12.00 14.25 15.75 18.25 19.25 20.75 10.0 83 72.674
De fle x.Máx (0.01mm)
RC Mín.
(m)
100.0 100.0
12.0 9.0
1072 576
89.3 64.0
3.7 5.2
13.4 27.5
4.1 8.2
81 59
93 76
95.3
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
0 40 80 120 160
04+000 04+050 04+100 04+150 04+200 04+250 04+300 04+350 04+400 04+450 04+500 04+550 04+600 04+650 04+700 04+750 04+800 04+850 04+900 04+950
Dmax 100
T ramo: 4+000 - 9+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . CENT RAL MARGEN IZQ. Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 10/09/19 05+000 I 10.0 0.00 3.00 6.75 10.50 14.50 17.50 19.00 20.75 21.75 10.0 87 66.489
2 10/09/19 05+050 I 10.0 0.00 1.50 8.75 12.00 16.25 18.75 19.25 21.25 22.75 10.0 91 61.275
3 10/09/19 05+100 I 10.0 0.00 1.50 7.00 11.00 14.25 17.00 18.50 19.50 21.25 10.0 85 69.444
4 10/09/19 05+150 I 10.0 0.00 3.75 8.25 13.25 16.00 19.25 20.75 21.75 23.25 10.0 93 58.962
5 10/09/19 05+200 I 10.0 0.00 1.00 7.25 12.00 14.75 17.75 19.25 20.00 21.75 10.0 87 66.489
6 10/09/19 05+250 I 10.0 0.00 0.25 7.00 11.25 14.50 15.75 17.50 19.50 20.75 10.0 83 72.674
7 10/09/19 05+300 I 10.0 0.00 2.00 6.00 11.00 14.75 16.75 19.00 20.50 21.50 10.0 86 67.935
8 10/09/19 05+350 I 10.0 0.00 0.25 4.75 10.75 13.75 15.25 16.75 18.25 20.00 10.0 80 78.125
9 10/09/19 05+400 I 10.0 0.00 2.25 6.25 12.25 15.00 17.75 18.00 20.25 21.50 10.0 86 67.935
10 10/09/19 05+450 I 10.0 0.00 4.25 8.50 13.75 17.00 19.50 20.00 21.50 23.25 10.0 93 58.962
11 10/09/19 05+500 I 10.0 0.00 4.00 10.00 13.75 16.25 19.75 21.00 22.25 23.75 10.0 95 56.818
12 10/09/19 05+550 I 10.0 0.00 3.00 8.00 12.00 15.50 18.00 19.00 21.50 22.75 10.0 91 61.275
13 10/09/19 05+600 I 10.0 0.00 3.50 7.25 13.25 15.00 18.50 19.25 20.50 22.25 10.0 89 63.776
14 10/09/19 05+650 I 10.0 0.00 -0.25 6.00 8.75 13.50 15.75 16.25 18.25 20.00 10.0 80 78.125
15 10/09/19 05+700 I 10.0 0.00 2.25 7.25 10.25 15.25 17.00 19.00 20.25 21.50 10.0 86 67.935
16 10/09/19 05+750 I 10.0 0.00 2.25 8.00 13.50 16.50 19.00 20.75 21.50 23.25 10.0 93 58.962
17 10/09/19 05+800 I 10.0 0.00 1.75 6.50 10.00 13.75 17.00 17.00 19.50 20.75 10.0 83 72.674
18 10/09/19 05+850 I 10.0 0.00 0.00 6.00 11.50 13.75 16.00 18.25 20.00 20.75 10.0 83 72.674
19 10/09/19 05+900 I 10.0 0.00 3.75 8.25 12.75 16.75 19.00 19.75 22.00 23.00 10.0 92 60.096
20 10/09/19 05+950 I 10.0 0.00 3.50 7.00 14.25 16.00 18.00 19.75 22.00 23.00 10.0 92 60.096
Deflex.Máx (0.01mm)
RC Mín.
(m)
100.0 100.0
12.0 9.0
1057 609
88.1 67.7
3.9 5.7
15.0 32.1
4.4 8.4
80 57
95 78
94.4
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Relación de Brazos
4 en 1
Parámetros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
05+000 05+050 05+100 05+150 05+200 05+250 05+300 05+350 05+400 05+450 05+500 05+550 05+600 05+650 05+700 05+750 05+800 05+850 05+900 05+950
Dmax 100
T ramo: 4+000 - 9+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . CENT RAL MARGEN IZQ. Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 10/09/19 06+000 I 10.0 0.00 3.75 7.00 12.75 15.50 18.50 19.50 22.00 23.00 10.0 92 60.096
2 10/09/19 06+050 I 10.0 0.00 1.25 5.50 9.75 13.50 16.00 17.25 19.25 20.00 10.0 80 78.125
3 10/09/19 06+100 I 10.0 0.00 0.75 7.00 10.75 14.25 18.00 19.25 20.75 21.75 10.0 87 66.489
4 10/09/19 06+150 I 10.0 0.00 -1.00 4.25 11.00 12.75 15.50 17.50 18.50 20.00 10.0 80 78.125
5 10/09/19 06+200 I 10.0 0.00 4.75 8.00 12.75 16.25 19.50 20.00 22.75 23.50 10.0 94 57.870
6 10/09/19 06+250 I 10.0 0.00 1.00 4.50 11.00 12.50 16.00 16.50 18.25 20.00 10.0 80 78.125
7 10/09/19 06+300 I 10.0 0.00 -1.25 5.50 10.00 13.25 16.00 16.25 18.50 20.00 10.0 80 78.125
8 10/09/19 06+350 I 10.0 0.00 2.00 7.75 12.75 15.25 17.50 20.00 21.25 22.50 10.0 90 62.500
9 10/09/19 06+400 I 10.0 0.00 1.00 5.75 12.25 14.25 16.50 18.25 20.25 21.50 10.0 86 67.935
10 10/09/19 06+450 I 10.0 0.00 3.50 7.25 14.25 17.00 18.75 19.75 22.25 23.50 10.0 94 57.870
11 10/09/19 06+500 I 10.0 0.00 3.25 6.25 11.25 16.25 18.50 20.00 21.50 22.50 10.0 90 62.500
12 10/09/19 06+550 I 10.0 0.00 3.25 7.25 11.50 15.25 17.25 19.25 21.00 22.00 10.0 88 65.104
13 10/09/19 06+600 I 10.0 0.00 2.50 7.50 12.00 14.50 17.00 18.25 21.00 21.75 10.0 87 66.489
14 10/09/19 06+650 I 10.0 0.00 0.00 6.75 11.00 14.25 16.00 17.00 19.00 20.50 10.0 82 74.405
15 10/09/19 06+700 I 10.0 0.00 1.00 5.75 11.25 14.50 16.25 18.50 19.25 21.00 10.0 84 71.023
16 10/09/19 06+750 I 10.0 0.00 2.25 9.50 12.25 16.75 19.75 20.25 21.75 23.50 10.0 94 57.870
17 10/09/19 06+800 I 10.0 0.00 1.50 5.75 11.75 14.00 16.75 18.75 20.50 21.50 10.0 86 67.935
18 10/09/19 06+850 I 10.0 0.00 -1.00 5.25 11.50 13.75 16.00 17.25 19.00 20.25 10.0 81 76.220
19 10/09/19 06+900 I 10.0 0.00 0.00 5.00 11.50 13.75 16.50 17.25 19.50 20.25 10.0 81 76.220
20 10/09/19 06+950 I 10.0 0.00 3.00 8.50 12.50 15.50 18.00 19.00 21.50 22.75 10.0 91 61.275
De fle x.Máx (0.01mm)
RC Mín.
(m)
100.0 100.0
12.0 9.0
1041 627
86.8 69.7
5.7 8.5
32.3 72.7
6.5 12.2
80 58
94 78
96.1
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
06+000 06+050 06+100 06+150 06+200 06+250 06+300 06+350 06+400 06+450 06+500 06+550 06+600 06+650 06+700 06+750 06+800 06+850 06+900 06+950
Dmax 100
T ramo: 4+000 - 9+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . CENT RAL MARGEN IZQ. Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 10/09/19 07+000 I 10.0 0.00 3.75 9.00 13.00 16.75 19.25 20.50 22.50 23.25 10.0 93 58.962
2 10/09/19 07+050 I 10.0 0.00 4.50 8.00 13.25 16.00 18.50 20.50 22.50 23.50 10.0 94 57.870
3 10/09/19 07+100 I 10.0 0.00 0.50 6.00 12.00 13.75 16.25 17.50 19.00 20.75 10.0 83 72.674
4 10/09/19 07+150 I 10.0 0.00 0.75 6.75 11.50 13.50 16.75 18.25 19.50 20.75 10.0 83 72.674
5 10/09/19 07+200 I 10.0 0.00 1.50 6.75 11.50 13.50 16.25 17.25 18.75 20.50 10.0 82 74.405
6 10/09/19 07+250 I 10.0 0.00 2.75 7.50 11.25 15.50 18.25 19.75 21.75 22.50 10.0 90 62.500
7 10/09/19 07+300 I 10.0 0.00 2.75 8.50 12.00 16.25 19.00 20.00 21.75 23.25 10.0 93 58.962
8 10/09/19 07+350 I 10.0 0.00 1.25 7.75 12.25 14.50 17.75 18.25 20.00 21.50 10.0 86 67.935
9 10/09/19 07+400 I 10.0 0.00 2.50 6.50 13.00 15.50 18.50 20.25 22.00 22.75 10.0 91 61.275
10 10/09/19 07+450 I 10.0 0.00 1.50 8.25 11.00 15.75 18.00 19.00 20.75 22.00 10.0 88 65.104
11 10/09/19 07+500 I 10.0 0.00 2.50 8.50 13.25 17.25 19.75 20.50 22.50 23.50 10.0 94 57.870
12 10/09/19 07+550 I 10.0 0.00 3.00 8.50 14.50 16.25 19.75 20.25 23.00 23.75 10.0 95 56.818
13 10/09/19 07+600 I 10.0 0.00 0.50 6.50 12.00 15.25 17.50 18.50 20.25 21.50 10.0 86 67.935
14 10/09/19 07+650 I 10.0 0.00 3.25 9.00 12.75 16.50 18.50 19.25 21.25 23.00 10.0 92 60.096
15 10/09/19 07+700 I 10.0 0.00 3.75 8.75 13.50 16.25 20.00 21.00 22.25 23.75 10.0 95 56.818
16 10/09/19 07+750 I 10.0 0.00 4.50 8.25 13.25 16.75 18.75 20.25 21.75 23.25 10.0 93 58.962
17 10/09/19 07+800 I 10.0 0.00 2.75 8.00 13.75 15.50 18.75 20.50 21.25 23.00 10.0 92 60.096
18 10/09/19 07+850 I 10.0 0.00 2.50 6.25 13.75 15.25 17.75 18.75 21.75 22.50 10.0 90 62.500
19 10/09/19 07+900 I 10.0 0.00 -1.25 5.00 11.25 13.50 16.25 17.00 18.25 20.00 10.0 80 78.125
20 10/09/19 07+950 I 10.0 0.00 1.00 4.75 10.00 14.00 15.50 17.25 18.75 20.50 10.0 82 74.405
De fle x.Máx (0.01mm)
RC Mín.
(m)
100.0 100.0
12.0 9.0
1072 587
89.3 65.3
4.8 6.7
23.5 44.8
5.4 10.3
82 57
95 74
97.3
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
07+000 07+050 07+100 07+150 07+200 07+250 07+300 07+350 07+400 07+450 07+500 07+550 07+600 07+650 07+700 07+750 07+800 07+850 07+900 07+950
Dmax 100
T ramo: 4+000 - 9+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . CENT RAL MARGEN IZQ. Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 10/09/19 08+000 I 10.0 0.00 1.75 8.00 11.75 16.25 18.50 19.50 21.50 23.00 10.0 92 60.096
2 10/09/19 08+050 I 10.0 0.00 0.75 6.25 10.75 13.75 15.50 17.75 19.00 20.50 10.0 82 74.405
3 10/09/19 08+100 I 10.0 0.00 1.25 7.25 13.75 15.75 18.25 19.00 21.00 22.50 10.0 90 62.500
4 10/09/19 08+150 I 10.0 0.00 0.25 5.75 11.25 14.25 17.25 18.25 19.50 21.25 10.0 85 69.444
5 10/09/19 08+200 I 10.0 0.00 4.50 8.75 13.25 17.25 18.50 20.25 22.50 23.50 10.0 94 57.870
6 10/09/19 08+250 I 10.0 0.00 2.50 7.50 12.25 15.50 18.00 19.00 20.75 22.25 10.0 89 63.776
7 10/09/19 08+300 I 10.0 0.00 3.00 7.00 12.00 15.75 17.00 18.75 21.25 22.00 10.0 88 65.104
8 10/09/19 08+350 I 10.0 0.00 0.50 7.00 10.00 14.75 16.50 17.75 19.50 21.00 10.0 84 71.023
9 10/09/19 08+400 I 10.0 0.00 0.00 6.25 9.00 12.50 15.25 16.50 18.75 20.00 10.0 80 78.125
10 10/09/19 08+450 I 10.0 0.00 1.50 7.25 11.75 16.00 18.75 19.50 21.50 22.75 10.0 91 61.275
11 10/09/19 08+500 I 10.0 0.00 1.50 6.50 10.00 14.50 16.00 17.75 20.25 21.00 10.0 84 71.023
12 10/09/19 08+550 I 10.0 0.00 0.00 5.50 9.75 13.75 16.50 17.00 19.25 20.25 10.0 81 76.220
13 10/09/19 08+600 I 10.0 0.00 3.25 9.00 12.75 16.75 18.50 20.75 21.50 23.25 10.0 93 58.962
14 10/09/19 08+650 I 10.0 0.00 1.75 5.50 9.50 13.75 16.00 16.75 19.00 20.50 10.0 82 74.405
15 10/09/19 08+700 I 10.0 0.00 2.75 10.00 14.00 16.50 19.25 20.00 22.25 23.75 10.0 95 56.818
16 10/09/19 08+750 I 10.0 0.00 2.25 7.00 13.75 16.75 18.50 20.00 22.50 23.25 10.0 93 58.962
17 10/09/19 08+800 I 10.0 0.00 4.75 7.25 12.50 16.25 19.00 20.75 22.00 23.50 10.0 94 57.870
18 10/09/19 08+850 I 10.0 0.00 2.50 8.75 14.75 16.50 19.75 21.25 22.25 23.75 10.0 95 56.818
19 10/09/19 08+900 I 10.0 0.00 2.75 9.25 14.50 17.25 19.75 20.00 22.25 23.50 10.0 94 57.870
20 10/09/19 08+950 I 10.0 0.00 4.50 9.50 14.50 17.25 20.00 20.25 22.00 23.75 10.0 95 56.818
De fle x.Máx (0.01mm)
RC Mín.
(m)
100.0 100.0
12.0 9.0
1040 602
86.7 66.9
4.7 6.8
21.9 45.7
5.4 10.1
80 58
94 78
94.3
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
08+000 08+050 08+100 08+150 08+200 08+250 08+300 08+350 08+400 08+450 08+500 08+550 08+600 08+650 08+700 08+750 08+800 08+850 08+900 08+950
Dmax 100
T ramo: 4+000 - 9+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . CENT RAL MARGEN IZQ. Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 10/09/19 09+000 I 10.0 0.00 -0.75 5.50 10.50 13.75 15.50 17.00 19.00 20.25 10.0 81 76.220
2 10/09/19 09+050 I 10.0 0.00 1.00 6.25 9.75 13.75 15.00 17.00 19.25 20.00 10.0 80 78.125
3 10/09/19 09+100 I 10.0 0.00 3.50 9.00 13.00 16.00 19.25 20.75 22.25 23.25 10.0 93 58.962
4 10/09/19 09+150 I 10.0 0.00 1.50 5.50 11.00 15.25 16.50 18.00 19.75 21.50 10.0 86 67.935
5 10/09/19 09+200 I 10.0 0.00 1.75 7.25 13.25 15.50 18.50 19.50 22.00 23.00 10.0 92 60.096
6 10/09/19 09+250 I 10.0 0.00 0.25 5.75 9.00 13.75 15.75 17.50 19.25 20.00 10.0 80 78.125
7 10/09/19 09+300 I 10.0 0.00 0.75 7.50 12.75 15.25 17.25 19.25 21.00 22.00 10.0 88 65.104
8 10/09/19 09+350 I 10.0 0.00 0.75 8.00 11.75 14.75 18.00 18.25 20.25 22.00 10.0 88 65.104
9 10/09/19 09+400 I 10.0 0.00 2.25 6.25 12.00 15.50 18.75 20.00 20.75 22.50 10.0 90 62.500
10 10/09/19 09+450 I 10.0 0.00 1.50 5.50 11.75 14.50 17.75 18.75 20.75 21.75 10.0 87 66.489
11 10/09/19 09+500 I 10.0 0.00 2.50 8.50 11.50 16.00 18.25 19.50 21.50 22.75 10.0 91 61.275
12 10/09/19 09+550 I 10.0 0.00 3.50 6.50 12.25 15.25 18.50 18.75 21.50 22.25 10.0 89 63.776
13 10/09/19 09+600 I 10.0 0.00 1.50 6.50 13.00 16.50 19.00 19.00 21.25 22.75 10.0 91 61.275
14 10/09/19 09+650 I 10.0 0.00 1.75 6.00 9.75 13.50 17.25 18.00 19.25 21.00 10.0 84 71.023
15 10/09/19 09+700 I 10.0 0.00 3.75 8.00 13.75 17.25 19.50 20.50 22.75 23.50 10.0 94 57.870
16 10/09/19 09+750 I 10.0 0.00 0.00 6.00 10.00 14.25 17.50 18.50 19.75 21.25 10.0 85 69.444
17 10/09/19 09+800 I 10.0 0.00 0.25 6.25 10.50 13.50 15.75 17.00 19.75 20.50 10.0 82 74.405
De fle x.Máx (0.01mm)
RC Mín.
(m)
100.0 100.0
12.0 9.0
1045 612
87.1 68.0
5.1 7.6
25.5 58.0
5.8 11.2
80 59
93 78
95.4
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
09+000 09+050 09+100 09+150 09+200 09+250 09+300 09+350 09+400 09+450 09+500 09+550 09+600 09+650 09+700 09+750 09+800
Dmax 100
D. Carretera la Huaycha vía conexión margen derecha e izquierda
T ramo: 0+000 - 0+800 Camión: Eje simple, llantas 10 x 20
Capa Pav.: HUAYCHA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 10/09/19 00+000 I 5.0 0.00 6.00 10.00 12.00 19.50 26.25 29.75 32.75 35.00 10.0 140 31.250
2 10/09/19 00+050 I 5.0 0.00 3.50 2.25 7.00 14.50 18.50 25.25 26.75 29.75 10.0 119 39.557
3 10/09/19 00+100 I 5.0 0.00 8.25 12.75 12.50 20.00 24.00 30.25 32.50 35.00 10.0 140 31.250
4 10/09/19 00+150 I 5.0 0.00 2.75 6.50 8.75 15.50 19.75 26.25 27.50 30.50 10.0 122 38.110
5 10/09/19 00+200 I 5.0 0.00 4.25 4.25 7.75 17.75 20.50 27.75 29.50 31.50 10.0 126 36.337
6 10/09/19 00+250 I 5.0 0.00 5.75 10.50 10.00 16.75 22.75 27.00 29.75 32.25 10.0 129 35.112
7 10/09/19 00+300 I 5.0 0.00 1.25 3.75 5.75 15.75 18.75 25.75 27.25 29.50 10.0 118 40.064
8 10/09/19 00+350 I 5.0 0.00 1.50 5.50 4.50 12.25 19.00 23.75 26.00 28.00 10.0 112 43.403
9 10/09/19 00+400 I 5.0 0.00 0.00 4.75 6.25 11.50 18.00 21.25 25.25 27.50 10.0 110 44.643
10 10/09/19 00+450 I 5.0 0.00 6.75 11.00 13.00 20.50 23.50 28.75 32.00 34.75 10.0 139 31.566
11 10/09/19 00+500 I 5.0 0.00 4.75 10.25 12.25 17.25 23.75 28.75 30.50 33.00 10.0 132 33.967
12 10/09/19 00+550 I 5.0 0.00 6.25 11.00 11.00 17.75 23.75 28.75 31.25 33.75 10.0 135 32.895
13 10/09/19 00+600 I 5.0 0.00 3.25 5.25 10.75 19.00 22.00 28.75 29.75 32.75 10.0 131 34.341
14 10/09/19 00+650 I 5.0 0.00 -0.50 4.00 5.75 13.75 17.50 23.00 25.75 28.75 10.0 115 41.667
15 10/09/19 00+700 I 5.0 0.00 0.50 4.00 6.25 13.50 20.50 24.25 27.50 29.75 10.0 119 39.557
16 10/09/19 00+750 I 5.0 0.00 6.75 10.75 13.75 20.25 25.25 30.25 31.50 34.00 10.0 136 32.552
17 10/09/19 00+800 I 5.0 0.00 6.25 5.75 11.25 17.00 22.75 28.00 29.75 32.75 10.0 131 34.341
De fle x.Máx (0.01mm)
RC Mín.
(m)
100.0 100.0
12.0 9.0
1522 340
126.8 37.7
10.9 4.8
118.3 22.7
8.6 12.6
110 31
140 45
144.7
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
0 40 80 120 160
00+000 00+050 00+100 00+150 00+200 00+250 00+300 00+350 00+400 00+450 00+500 00+550 00+600 00+650 00+700 00+750 00+800
Dmax 100
E. Mejoramiento y rehabilitación de la carretera Pilcomayo (EMP. PE-3s) – Chupaca
T ramo: 0+000 - 0+800 Camión: Eje simple, llantas 10 x 20
Capa Pav.: HUAYCHA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 12/09/19 00+000 I 10.0 0.00 2.75 7.25 14.50 20.00 22.50 24.00 25.50 26.50 10.0 106 47.348
2 12/09/19 00+050 I 10.0 0.00 3.00 8.50 15.00 19.25 23.00 23.75 25.00 26.25 10.0 105 48.077
3 12/09/19 00+100 I 10.0 0.00 4.25 9.25 16.00 20.75 21.75 24.00 25.75 26.75 10.0 107 46.642
4 12/09/19 00+150 I 10.0 0.00 0.50 6.75 12.75 17.75 21.50 21.50 22.25 24.25 10.0 97 54.825
5 12/09/19 00+200 I 10.0 0.00 3.75 9.75 17.25 20.00 22.75 25.00 26.00 27.50 10.0 110 44.643
6 12/09/19 00+250 I 10.0 0.00 3.25 7.75 13.75 21.25 23.25 24.00 24.75 26.25 10.0 105 48.077
7 12/09/19 00+300 I 10.0 0.00 4.00 9.00 15.25 20.25 22.75 24.25 25.50 26.75 10.0 107 46.642
8 12/09/19 00+350 I 10.0 0.00 1.00 4.75 14.00 18.75 19.75 21.75 23.00 24.50 10.0 98 53.879
9 12/09/19 00+400 I 10.0 0.00 4.25 8.50 17.25 20.00 24.75 25.25 26.00 27.50 10.0 110 44.643
10 12/09/19 00+450 I 10.0 0.00 -1.00 3.75 11.75 16.75 18.00 19.75 20.50 22.50 10.0 90 62.500
11 12/09/19 00+500 I 10.0 0.00 0.75 5.25 13.25 17.25 19.50 21.50 21.75 23.75 10.0 95 56.818
12 12/09/19 00+550 I 10.0 0.00 0.50 4.00 11.25 18.00 19.00 20.75 21.75 23.50 10.0 94 57.870
13 12/09/19 00+600 I 10.0 0.00 0.50 4.75 10.50 17.00 18.50 20.50 21.75 23.00 10.0 92 60.096
14 12/09/19 00+650 I 10.0 0.00 -0.75 3.75 10.75 16.00 17.50 20.25 21.50 22.50 10.0 90 62.500
15 12/09/19 00+700 I 10.0 0.00 4.25 9.25 17.25 21.50 22.25 24.50 25.50 27.25 10.0 109 45.290
16 12/09/19 00+750 I 10.0 0.00 4.75 8.75 15.00 22.25 24.25 24.75 25.75 27.50 10.0 110 44.643
17 12/09/19 00+800 I 10.0 0.00 2.50 6.75 15.75 18.50 22.00 23.25 23.75 25.75 10.0 103 49.603
18 12/09/19 00+850 I 10.0 0.00 3.00 7.75 15.25 20.25 22.00 24.25 25.50 26.50 10.0 106 47.348
19 12/09/19 00+900 I 10.0 0.00 2.00 6.00 14.50 17.50 21.75 22.50 22.75 24.75 10.0 99 52.966
20 12/09/19 00+950 I 10.0 0.00 0.50 4.75 13.25 17.25 21.25 21.50 22.75 24.25 10.0 97 54.825
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1224 435
102.0 48.3
4.6 3.7
21.5 13.4
4.5 7.6
97 45
110 63
109.6
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
00+000 00+050 00+100 00+150 00+200 00+250 00+300 00+350 00+400 00+450 00+500 00+550 00+600 00+650 00+700 00+750 00+800 00+850 00+900 00+950
Dmax 120
T ramo: 0+000 - 0+800 Camión: Eje simple, llantas 10 x 20
Capa Pav.: HUAYCHA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 12/09/19 01+000 I 10.0 0.00 1.50 5.25 14.00 18.25 21.25 21.75 22.25 24.25 10.0 97 54.825
2 12/09/19 01+050 I 10.0 0.00 4.50 7.50 14.75 21.25 22.25 24.25 25.50 27.00 10.0 108 45.956
3 12/09/19 01+100 I 10.0 0.00 0.75 4.75 12.50 17.75 19.75 21.75 23.50 24.50 10.0 98 53.879
4 12/09/19 01+150 I 10.0 0.00 1.00 5.00 13.50 19.25 19.50 22.00 23.50 24.50 10.0 98 53.879
5 12/09/19 01+200 I 10.0 0.00 0.75 4.25 11.00 18.25 18.75 20.75 21.25 23.25 10.0 93 58.962
6 12/09/19 01+250 I 10.0 0.00 0.00 2.75 11.00 15.75 18.75 20.00 20.50 22.50 10.0 90 62.500
7 12/09/19 01+300 I 10.0 0.00 0.75 6.00 11.50 16.00 20.25 21.00 21.75 23.50 10.0 94 57.870
8 12/09/19 01+350 I 10.0 0.00 0.00 5.00 12.00 16.25 21.00 21.00 22.00 23.75 10.0 95 56.818
9 12/09/19 01+400 I 10.0 0.00 5.00 7.50 17.50 21.00 25.00 25.25 26.25 27.50 10.0 110 44.643
10 12/09/19 01+450 I 10.0 0.00 2.50 5.50 12.75 18.00 20.75 22.75 23.00 25.00 10.0 100 52.083
11 12/09/19 01+500 I 10.0 0.00 2.50 8.00 15.50 19.75 22.00 23.50 23.75 25.75 10.0 103 49.603
12 12/09/19 01+550 I 10.0 0.00 0.00 5.25 12.75 16.25 19.00 21.00 22.25 23.50 10.0 94 57.870
13 12/09/19 01+600 I 10.0 0.00 1.00 5.75 12.25 17.75 19.75 22.00 22.50 24.50 10.0 98 53.879
14 12/09/19 01+650 I 10.0 0.00 2.50 7.00 14.25 19.00 23.25 24.00 24.75 26.25 10.0 105 48.077
15 12/09/19 01+700 I 10.0 0.00 0.75 6.00 11.25 18.75 19.25 21.50 22.25 23.75 10.0 95 56.818
16 12/09/19 01+750 I 10.0 0.00 2.50 6.00 15.75 20.00 21.75 23.50 24.50 26.00 10.0 104 48.828
17 12/09/19 01+800 I 10.0 0.00 -0.75 5.25 10.50 16.25 18.50 20.75 21.00 23.00 10.0 92 60.096
18 12/09/19 01+850 I 10.0 0.00 0.25 3.00 10.75 16.00 18.75 20.00 20.75 22.75 10.0 91 61.275
19 12/09/19 01+900 I 10.0 0.00 4.50 9.25 15.00 22.25 23.00 25.25 26.25 27.50 10.0 110 44.643
20 12/09/19 01+950 I 10.0 0.00 0.50 5.50 11.25 17.50 19.00 21.00 21.25 23.25 10.0 93 58.962
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1180 489
98.3 54.4
6.7 5.8
44.9 33.9
6.8 10.7
90 45
110 63
109.3
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
01+000 01+050 01+100 01+150 01+200 01+250 01+300 01+350 01+400 01+450 01+500 01+550 01+600 01+650 01+700 01+750 01+800 01+850 01+900 01+950
Dmax 120
T ramo: 0+000 - 0+800 Camión: Eje simple, llantas 10 x 20
Capa Pav.: HUAYCHA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 12/09/19 02+000 I 10.0 0.00 4.00 8.25 15.25 20.00 22.50 24.50 24.75 26.75 10.0 107 46.642
2 12/09/19 02+050 I 10.0 0.00 4.75 8.75 15.75 20.00 24.75 25.00 25.25 27.25 10.0 109 45.290
3 12/09/19 02+100 I 10.0 0.00 2.50 7.25 14.75 21.25 21.50 23.75 25.00 26.25 10.0 105 48.077
4 12/09/19 02+150 I 10.0 0.00 3.00 8.75 16.25 20.75 23.75 24.00 25.50 26.75 10.0 107 46.642
5 12/09/19 02+200 I 10.0 0.00 0.25 5.75 14.00 19.00 21.50 21.75 23.00 24.00 10.0 96 55.804
6 12/09/19 02+250 I 10.0 0.00 1.75 4.25 13.75 17.25 19.75 21.50 23.25 24.25 10.0 97 54.825
7 12/09/19 02+300 I 10.0 0.00 -1.25 4.25 11.25 15.25 20.00 20.25 21.00 22.50 10.0 90 62.500
8 12/09/19 02+350 I 10.0 0.00 0.00 4.50 12.00 17.00 19.00 20.25 21.50 22.75 10.0 91 61.275
9 12/09/19 02+400 I 10.0 0.00 1.25 5.50 13.00 17.50 22.00 22.00 23.75 24.75 10.0 99 52.966
10 12/09/19 02+450 I 10.0 0.00 4.50 7.50 15.50 19.75 22.75 24.50 25.00 27.00 10.0 108 45.956
11 12/09/19 02+500 I 10.0 0.00 2.00 6.25 13.50 19.00 20.25 22.25 23.25 24.50 10.0 98 53.879
12 12/09/19 02+550 I 10.0 0.00 1.50 6.25 14.25 19.50 20.50 23.00 24.00 25.25 10.0 101 51.230
13 12/09/19 02+600 I 10.0 0.00 4.25 7.25 17.25 20.50 23.75 24.75 26.25 27.25 10.0 109 45.290
14 12/09/19 02+650 I 10.0 0.00 2.50 5.75 14.50 18.25 21.75 22.50 23.00 25.00 10.0 100 52.083
15 12/09/19 02+700 I 10.0 0.00 0.50 4.00 11.75 16.50 19.25 20.25 21.00 23.00 10.0 92 60.096
16 12/09/19 02+750 I 10.0 0.00 2.00 6.00 12.25 17.75 20.75 22.00 23.50 24.50 10.0 98 53.879
17 12/09/19 02+800 I 10.0 0.00 0.75 4.50 12.50 17.75 21.50 22.25 23.25 24.50 10.0 98 53.879
18 12/09/19 02+850 I 10.0 0.00 4.50 9.75 15.00 22.25 23.00 25.00 26.00 27.50 10.0 110 44.643
19 12/09/19 02+900 I 10.0 0.00 3.25 9.00 15.75 19.75 21.75 24.25 25.25 26.75 10.0 107 46.642
20 12/09/19 02+950 I 10.0 0.00 3.50 7.50 17.25 22.00 23.75 25.00 26.00 27.25 10.0 109 45.290
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1208 474
100.7 52.7
7.2 6.5
51.4 41.7
7.1 12.3
90 45
109 63
112.4
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
02+000 02+050 02+100 02+150 02+200 02+250 02+300 02+350 02+400 02+450 02+500 02+550 02+600 02+650 02+700 02+750 02+800 02+850 02+900 02+950
Dmax 120
T ramo: 0+000 - 0+800 Camión: Eje simple, llantas 10 x 20
Capa Pav.: HUAYCHA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 12/09/19 03+000 I 10.0 0.00 0.00 5.00 12.75 17.25 18.25 20.75 21.50 23.00 10.0 92 60.096
2 12/09/19 03+050 I 10.0 0.00 3.50 9.75 17.25 21.75 22.50 24.75 25.25 27.25 10.0 109 45.290
3 12/09/19 03+100 I 10.0 0.00 1.25 6.75 13.00 18.25 20.75 22.50 22.75 24.75 10.0 99 52.966
4 12/09/19 03+150 I 10.0 0.00 3.50 7.50 14.75 21.00 21.75 23.25 24.50 26.00 10.0 104 48.828
5 12/09/19 03+200 I 10.0 0.00 2.75 7.25 13.75 18.25 21.50 23.25 23.50 25.50 10.0 102 50.403
6 12/09/19 03+250 I 10.0 0.00 2.50 5.75 15.00 19.25 22.25 23.25 24.00 25.50 10.0 102 50.403
7 12/09/19 03+300 I 10.0 0.00 2.50 6.25 13.50 19.00 20.50 22.50 24.00 25.25 10.0 101 51.230
8 12/09/19 03+350 I 10.0 0.00 2.75 6.25 13.00 19.50 21.75 23.00 23.50 25.50 10.0 102 50.403
9 12/09/19 03+400 I 10.0 0.00 4.00 10.00 17.00 21.50 24.00 25.00 25.75 27.50 10.0 110 44.643
10 12/09/19 03+450 I 10.0 0.00 0.00 5.25 13.25 16.25 20.50 21.00 22.25 23.75 10.0 95 56.818
11 12/09/19 03+500 I 10.0 0.00 -0.75 4.00 13.00 17.50 20.00 20.25 21.75 23.00 10.0 92 60.096
12 12/09/19 03+550 I 10.0 0.00 4.25 9.75 17.25 20.50 23.00 24.75 26.25 27.50 10.0 110 44.643
13 12/09/19 03+600 I 10.0 0.00 2.50 7.00 13.50 20.25 21.75 23.50 24.00 26.00 10.0 104 48.828
14 12/09/19 03+650 I 10.0 0.00 4.75 10.00 17.25 22.00 23.00 25.00 26.00 27.50 10.0 110 44.643
15 12/09/19 03+700 I 10.0 0.00 0.25 4.00 13.00 19.00 21.00 21.75 22.00 24.00 10.0 96 55.804
16 12/09/19 03+750 I 10.0 0.00 3.00 8.25 15.75 20.50 23.75 23.75 25.00 26.50 10.0 106 47.348
17 12/09/19 03+800 I 10.0 0.00 3.50 6.50 16.00 19.75 22.50 23.75 25.00 26.00 10.0 104 48.828
18 12/09/19 03+850 I 10.0 0.00 0.25 4.25 12.50 18.00 20.00 21.25 22.25 23.50 10.0 94 57.870
19 12/09/19 03+900 I 10.0 0.00 0.25 4.25 12.00 17.25 19.75 21.50 22.50 23.75 10.0 95 56.818
20 12/09/19 03+950 I 10.0 0.00 1.75 5.50 13.00 19.25 22.50 22.75 23.00 25.00 10.0 100 52.083
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1218 454
101.5 50.5
5.3 4.5
28.3 20.4
5.2 8.9
92 45
110 60
110.2
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
03+000 03+050 03+100 03+150 03+200 03+250 03+300 03+350 03+400 03+450 03+500 03+550 03+600 03+650 03+700 03+750 03+800 03+850 03+900 03+950
Dmax 120
T ramo: 0+000 - 0+800 Camión: Eje simple, llantas 10 x 20
Capa Pav.: HUAYCHA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 12/09/19 04+000 I 10.0 0.00 3.00 5.75 13.00 20.50 23.00 23.25 23.50 25.50 10.0 102 50.403
2 12/09/19 04+050 I 10.0 0.00 -0.75 4.75 12.00 16.25 19.50 20.75 21.75 23.00 10.0 92 60.096
3 12/09/19 04+100 I 10.0 0.00 1.50 5.50 14.00 17.50 19.75 21.75 23.25 24.50 10.0 98 53.879
4 12/09/19 04+150 I 10.0 0.00 -0.25 3.75 10.50 17.50 17.50 19.75 20.50 22.50 10.0 90 62.500
5 12/09/19 04+200 I 10.0 0.00 4.00 7.75 15.00 20.00 24.25 24.50 25.50 27.25 10.0 109 45.290
6 12/09/19 04+250 I 10.0 0.00 4.25 9.00 16.75 20.75 24.50 24.75 25.75 27.00 10.0 108 45.956
7 12/09/19 04+300 I 10.0 0.00 1.50 5.25 14.00 18.75 21.00 22.25 23.25 24.50 10.0 98 53.879
8 12/09/19 04+350 I 10.0 0.00 0.50 5.00 11.25 16.25 18.00 20.25 21.00 23.00 10.0 92 60.096
9 12/09/19 04+400 I 10.0 0.00 2.50 8.00 14.00 20.75 22.25 23.50 24.75 26.25 10.0 105 48.077
10 12/09/19 04+450 I 10.0 0.00 -0.25 5.25 12.50 16.75 20.00 21.00 22.25 23.50 10.0 94 57.870
11 12/09/19 04+500 I 10.0 0.00 1.75 6.25 12.00 18.25 21.25 21.50 23.00 24.25 10.0 97 54.825
12 12/09/19 04+550 I 10.0 0.00 -0.75 4.00 12.75 17.50 18.50 20.50 21.50 22.75 10.0 91 61.275
13 12/09/19 04+600 I 10.0 0.00 2.50 6.75 15.25 20.25 22.75 23.00 23.25 25.25 10.0 101 51.230
14 12/09/19 04+650 I 10.0 0.00 3.75 7.50 15.25 19.75 22.00 24.50 25.25 26.75 10.0 107 46.642
15 12/09/19 04+700 I 10.0 0.00 -0.25 5.25 11.00 18.25 19.00 21.00 22.25 23.50 10.0 94 57.870
16 12/09/19 04+750 I 10.0 0.00 1.25 6.00 13.50 19.25 21.50 22.00 22.25 24.25 10.0 97 54.825
17 12/09/19 04+800 I 10.0 0.00 4.00 9.50 14.50 19.75 22.75 24.25 25.75 27.00 10.0 108 45.956
18 12/09/19 04+850 I 10.0 0.00 3.25 7.50 16.00 19.25 21.50 23.50 25.00 26.25 10.0 105 48.077
19 12/09/19 04+900 I 10.0 0.00 3.75 9.50 16.75 20.00 25.00 24.75 26.50 27.50 10.0 110 44.643
20 12/09/19 04+950 I 10.0 0.00 3.00 8.50 15.00 21.75 22.50 24.25 25.75 26.75 10.0 107 46.642
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1176 480
98.0 53.4
7.1 6.4
50.8 41.4
7.3 12.1
90 45
109 63
109.7
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
04+000 04+050 04+100 04+150 04+200 04+250 04+300 04+350 04+400 04+450 04+500 04+550 04+600 04+650 04+700 04+750 04+800 04+850 04+900 04+950
Dmax 120
T ramo: 0+000 - 0+800 Camión: Eje simple, llantas 10 x 20
Capa Pav.: HUAYCHA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 12/09/19 05+000 I 10.0 0.00 4.00 9.00 14.50 20.50 22.25 24.50 25.75 27.00 10.0 108 45.956
2 12/09/19 05+050 I 10.0 0.00 3.75 8.25 16.00 21.75 23.00 24.75 26.25 27.50 10.0 110 44.643
3 12/09/19 05+100 I 10.0 0.00 1.50 7.00 13.75 19.75 22.25 22.25 23.75 25.00 10.0 100 52.083
4 12/09/19 05+150 I 10.0 0.00 1.50 5.25 12.75 18.25 19.50 21.50 22.50 24.25 10.0 97 54.825
5 12/09/19 05+200 I 10.0 0.00 4.00 6.75 16.00 21.00 22.75 24.00 25.50 26.75 10.0 107 46.642
6 12/09/19 05+250 I 10.0 0.00 1.75 6.75 12.50 19.00 19.50 21.75 22.50 24.25 10.0 97 54.825
7 12/09/19 05+300 I 10.0 0.00 3.25 6.50 14.50 21.00 21.25 23.50 24.25 26.25 10.0 105 48.077
8 12/09/19 05+350 I 10.0 0.00 2.75 7.00 14.50 20.00 21.00 23.25 23.50 25.50 10.0 102 50.403
9 12/09/19 05+400 I 10.0 0.00 4.25 7.00 16.25 21.25 22.00 24.25 25.50 26.75 10.0 107 46.642
10 12/09/19 05+450 I 10.0 0.00 2.50 7.00 13.25 18.50 22.00 22.50 23.50 25.25 10.0 101 51.230
11 12/09/19 05+500 I 10.0 0.00 2.00 6.00 14.00 19.50 20.00 22.25 23.50 24.75 10.0 99 52.966
12 12/09/19 05+550 I 10.0 0.00 -1.25 2.75 12.25 17.50 20.00 20.00 20.50 22.50 10.0 90 62.500
13 12/09/19 05+600 I 10.0 0.00 0.00 3.50 11.75 17.50 19.75 20.75 21.25 23.00 10.0 92 60.096
14 12/09/19 05+650 I 10.0 0.00 -0.75 4.00 10.75 17.25 19.75 19.75 20.50 22.50 10.0 90 62.500
15 12/09/19 05+700 I 10.0 0.00 4.75 8.75 16.00 21.00 23.00 24.75 26.00 27.25 10.0 109 45.290
16 12/09/19 05+750 I 10.0 0.00 2.75 5.75 14.00 18.25 22.75 23.50 24.75 25.75 10.0 103 49.603
17 12/09/19 05+800 I 10.0 0.00 3.00 6.75 14.75 21.50 23.25 24.25 25.25 26.75 10.0 107 46.642
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1223 444
101.9 49.3
4.8 3.8
23.5 14.8
4.8 7.8
97 45
110 63
109.9
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 11/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
05+000 05+050 05+100 05+150 05+200 05+250 05+300 05+350 05+400 05+450 05+500 05+550 05+600 05+650 05+700 05+750 05+800
Dmax 120
F. Carretera Huancayo – imperial Tramo Puente Chancas Huayucachi
T ramo: 1+000 - 6+000 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . HUANCAVELICA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 13/09/19 01+000 I 5.0 0.00 0.50 6.00 13.25 18.75 19.25 21.75 22.25 24.00 10.0 96 55.804
2 13/09/19 01+050 I 5.0 0.00 0.00 3.25 10.50 16.25 18.25 20.25 21.00 22.75 10.0 91 61.275
3 13/09/19 01+100 I 5.0 0.00 4.50 8.25 16.75 22.00 22.50 24.50 26.25 27.25 10.0 109 45.290
4 13/09/19 01+150 I 5.0 0.00 -1.25 4.00 10.50 17.00 17.75 20.00 20.75 22.50 10.0 90 62.500
5 13/09/19 01+200 I 5.0 0.00 4.25 9.25 16.25 19.75 23.75 24.75 25.25 27.00 10.0 108 45.956
6 13/09/19 01+250 I 5.0 0.00 2.50 7.00 14.75 20.75 22.75 24.00 25.25 26.25 10.0 105 48.077
7 13/09/19 01+300 I 5.0 0.00 2.75 8.25 15.25 20.25 23.25 23.75 24.75 26.25 10.0 105 48.077
8 13/09/19 01+350 I 5.0 0.00 1.50 4.75 11.50 17.50 21.25 21.25 22.75 24.00 10.0 96 55.804
9 13/09/19 01+400 I 5.0 0.00 4.00 8.00 16.00 21.50 22.75 23.75 24.75 26.50 10.0 106 47.348
10 13/09/19 01+450 I 5.0 0.00 0.25 5.00 13.50 18.00 18.75 21.25 22.00 23.50 10.0 94 57.870
11 13/09/19 01+500 I 5.0 0.00 4.25 8.75 16.50 21.00 23.00 24.00 25.00 26.75 10.0 107 46.642
12 13/09/19 01+550 I 5.0 0.00 4.25 8.50 16.00 20.50 23.00 24.75 26.00 27.25 10.0 109 45.290
13 13/09/19 01+600 I 5.0 0.00 -0.75 4.50 10.75 16.50 18.00 20.00 21.50 22.75 10.0 91 61.275
14 13/09/19 01+650 I 5.0 0.00 2.00 7.50 15.25 18.75 21.75 23.00 23.50 25.50 10.0 102 50.403
15 13/09/19 01+700 I 5.0 0.00 -0.75 4.75 11.50 16.75 19.75 19.75 21.00 22.50 10.0 90 62.500
16 13/09/19 01+750 I 5.0 0.00 -0.50 4.50 12.50 18.00 19.25 20.50 22.25 23.25 10.0 93 58.962
17 13/09/19 01+800 I 5.0 0.00 0.00 3.25 11.00 16.75 20.25 20.50 22.25 23.25 10.0 93 58.962
18 13/09/19 01+850 I 5.0 0.00 0.00 5.00 12.50 17.00 18.25 21.00 21.50 23.25 10.0 93 58.962
19 13/09/19 01+900 I 5.0 0.00 3.75 8.00 17.00 22.00 24.00 24.50 25.25 27.25 10.0 109 45.290
20 13/09/19 01+950 I 5.0 0.00 3.75 8.75 17.25 19.75 22.75 24.75 25.75 27.25 10.0 109 45.290
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1216 470
101.3 52.2
7.4 6.7
55.0 44.8
7.3 12.8
90 45
109 63
113.5
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica Paráme tros 13/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
0 40 80 120 160
01+000 01+050 01+100 01+150 01+200 01+250 01+300 01+350 01+400 01+450 01+500 01+550 01+600 01+650 01+700 01+750 01+800 01+850 01+900 01+950
Dmax 120
T ramo: 1+000 - 6+000 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . HUANCAVELICA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 13/09/19 02+000 I 5.0 0.00 1.25 7.00 14.50 17.50 20.75 22.50 24.00 24.00 10.0 96 55.804
2 13/09/19 02+050 I 5.0 0.00 0.50 6.50 12.50 19.25 21.75 21.75 23.00 22.75 10.0 91 61.275
3 13/09/19 02+100 I 5.0 0.00 2.00 6.00 12.25 18.75 20.25 22.50 22.75 27.25 10.0 109 45.290
4 13/09/19 02+150 I 5.0 0.00 4.25 8.50 15.75 21.25 22.25 24.25 25.00 22.50 10.0 90 62.500
5 13/09/19 02+200 I 5.0 0.00 0.50 5.25 12.75 18.00 20.00 22.00 22.50 27.00 10.0 108 45.956
6 13/09/19 02+250 I 5.0 0.00 3.50 7.50 16.00 21.75 24.00 24.25 25.00 26.25 10.0 105 48.077
7 13/09/19 02+300 I 5.0 0.00 2.25 6.00 13.50 18.75 21.50 23.25 24.75 26.25 10.0 105 48.077
8 13/09/19 02+350 I 5.0 0.00 3.50 7.25 17.00 21.75 23.75 24.75 25.75 24.00 10.0 96 55.804
9 13/09/19 02+400 I 5.0 0.00 -0.50 3.00 12.75 17.50 19.00 20.50 20.75 26.50 10.0 106 47.348
10 13/09/19 02+450 I 5.0 0.00 1.00 4.50 11.50 16.50 18.75 21.25 22.50 23.50 10.0 94 57.870
11 13/09/19 02+500 I 5.0 0.00 4.75 8.25 16.00 20.50 24.50 25.00 25.25 26.75 10.0 107 46.642
12 13/09/19 02+550 I 5.0 0.00 2.25 6.00 14.25 18.50 20.75 22.50 23.25 27.25 10.0 109 45.290
13 13/09/19 02+600 I 5.0 0.00 3.25 8.25 15.25 19.75 22.00 24.50 25.25 22.75 10.0 91 61.275
14 13/09/19 02+650 I 5.0 0.00 -0.50 4.50 10.75 17.00 19.25 20.50 21.25 25.50 10.0 102 50.403
15 13/09/19 02+700 I 5.0 0.00 1.50 4.00 13.00 16.50 21.50 21.50 22.75 22.50 10.0 90 62.500
16 13/09/19 02+750 I 5.0 0.00 3.75 7.25 16.00 20.50 23.75 24.00 25.50 23.25 10.0 93 58.962
17 13/09/19 02+800 I 5.0 0.00 -0.50 5.00 11.75 16.00 19.50 20.75 21.75 23.25 10.0 93 58.962
18 13/09/19 02+850 I 5.0 0.00 3.25 6.00 15.50 20.25 22.25 23.50 24.50 23.25 10.0 93 58.962
19 13/09/19 02+900 I 5.0 0.00 1.75 6.25 13.00 17.75 20.25 23.00 23.25 27.25 10.0 109 45.290
20 13/09/19 02+950 I 5.0 0.00 3.00 7.75 14.25 20.50 21.50 23.75 24.50 27.25 10.0 109 45.290
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1216 470
101.3 52.2
7.4 6.7
55.0 44.8
7.3 12.8
90 45
109 63
113.5
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 13/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
02+000 02+050 02+100 02+150 02+200 02+250 02+300 02+350 02+400 02+450 02+500 02+550 02+600 02+650 02+700 02+750 02+800 02+850 02+900 02+950
Dmax 120
T ramo: 1+000 - 6+000 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . HUANCAVELICA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 13/09/19 03+000 I 5.0 0.00 3.50 8.75 15.25 21.25 22.00 23.50 24.75 26.25 10.0 105 48.077
2 13/09/19 03+050 I 5.0 0.00 0.75 4.50 13.75 17.50 19.25 21.50 22.75 24.00 10.0 96 55.804
3 13/09/19 03+100 I 5.0 0.00 0.25 3.25 12.75 16.00 18.25 20.25 22.00 23.00 10.0 92 60.096
4 13/09/19 03+150 I 5.0 0.00 0.25 4.75 13.25 16.75 19.50 21.00 22.25 23.75 10.0 95 56.818
5 13/09/19 03+200 I 5.0 0.00 0.75 5.00 12.50 18.75 21.25 21.75 22.75 24.00 10.0 96 55.804
6 13/09/19 03+250 I 5.0 0.00 4.00 8.75 14.25 21.00 23.00 24.00 25.75 26.75 10.0 107 46.642
7 13/09/19 03+300 I 5.0 0.00 2.25 7.25 15.00 20.25 21.50 23.50 24.50 25.75 10.0 103 49.603
8 13/09/19 03+350 I 5.0 0.00 1.75 4.25 13.25 16.75 21.25 21.50 22.25 24.25 10.0 97 54.825
9 13/09/19 03+400 I 5.0 0.00 1.50 5.50 15.25 19.25 22.50 23.00 23.25 25.25 10.0 101 51.230
10 13/09/19 03+450 I 5.0 0.00 4.00 9.00 14.75 19.75 23.50 24.25 24.75 26.50 10.0 106 47.348
11 13/09/19 03+500 I 5.0 0.00 3.50 8.00 15.00 20.25 22.25 24.00 25.50 26.75 10.0 107 46.642
12 13/09/19 03+550 I 5.0 0.00 0.50 3.25 11.00 16.00 20.75 21.00 21.25 23.25 10.0 93 58.962
13 13/09/19 03+600 I 5.0 0.00 1.50 7.25 13.25 18.25 20.25 22.75 23.25 25.25 10.0 101 51.230
14 13/09/19 03+650 I 5.0 0.00 0.50 4.25 10.50 16.00 20.50 20.25 22.00 23.00 10.0 92 60.096
15 13/09/19 03+700 I 5.0 0.00 -1.00 4.00 12.00 15.25 20.00 20.50 21.75 22.75 10.0 91 61.275
16 13/09/19 03+750 I 5.0 0.00 3.50 7.75 13.75 19.00 23.00 23.50 25.00 26.00 10.0 104 48.828
17 13/09/19 03+800 I 5.0 0.00 0.00 5.00 11.50 16.50 21.25 21.25 22.75 23.75 10.0 95 56.818
18 13/09/19 03+850 I 5.0 0.00 0.75 4.00 11.50 17.25 19.50 21.00 21.75 23.75 10.0 95 56.818
19 13/09/19 03+900 I 5.0 0.00 1.25 4.75 12.25 19.25 20.00 22.00 23.00 24.25 10.0 97 54.825
20 13/09/19 03+950 I 5.0 0.00 3.25 7.00 16.50 19.25 22.50 24.00 25.25 26.50 10.0 106 47.348
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1198 479
99.8 53.2
5.1 4.5
25.9 20.4
5.1 8.5
92 47
107 60
108.2
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 13/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
03+000 03+050 03+100 03+150 03+200 03+250 03+300 03+350 03+400 03+450 03+500 03+550 03+600 03+650 03+700 03+750 03+800 03+850 03+900 03+950
Dmax 120
T ramo: 1+000 - 6+000 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . HUANCAVELICA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 13/09/19 04+000 I 5.0 0.00 1.50 6.75 14.00 18.50 22.25 22.25 23.00 24.75 10.0 99 52.966
2 13/09/19 04+050 I 5.0 0.00 -0.25 3.50 12.50 16.00 19.75 20.75 21.25 23.00 10.0 92 60.096
3 13/09/19 04+100 I 5.0 0.00 4.75 9.00 15.50 22.50 22.50 25.00 26.25 27.50 10.0 110 44.643
4 13/09/19 04+150 I 5.0 0.00 -0.50 3.00 12.00 16.00 18.00 20.25 21.75 22.75 10.0 91 61.275
5 13/09/19 04+200 I 5.0 0.00 0.00 4.50 12.50 17.50 18.75 21.25 22.00 23.75 10.0 95 56.818
6 13/09/19 04+250 I 5.0 0.00 0.50 3.25 11.50 15.75 20.50 20.75 21.50 23.00 10.0 92 60.096
7 13/09/19 04+300 I 5.0 0.00 3.00 7.00 14.25 20.75 22.25 23.25 24.00 25.75 10.0 103 49.603
8 13/09/19 04+350 I 5.0 0.00 3.50 8.25 14.25 19.00 23.75 24.00 25.25 26.25 10.0 105 48.077
9 13/09/19 04+400 I 5.0 0.00 -0.50 3.25 10.50 16.00 18.50 20.00 21.00 22.50 10.0 90 62.500
10 13/09/19 04+450 I 5.0 0.00 2.75 8.25 14.50 20.50 21.25 23.75 25.00 26.00 10.0 104 48.828
11 13/09/19 04+500 I 5.0 0.00 -0.75 3.00 11.25 16.25 17.50 20.25 21.25 22.50 10.0 90 62.500
12 13/09/19 04+550 I 5.0 0.00 1.75 5.50 12.75 19.25 21.50 22.00 23.25 24.25 10.0 97 54.825
13 13/09/19 04+600 I 5.0 0.00 0.75 6.50 12.00 17.50 20.00 21.25 22.50 24.00 10.0 96 55.804
14 13/09/19 04+650 I 5.0 0.00 1.50 6.50 13.75 17.75 21.00 22.75 23.00 25.00 10.0 100 52.083
15 13/09/19 04+700 I 5.0 0.00 1.50 5.00 14.75 17.75 21.25 22.75 23.25 25.00 10.0 100 52.083
16 13/09/19 04+750 I 5.0 0.00 2.00 5.75 13.50 20.50 20.75 23.25 23.75 25.75 10.0 103 49.603
17 13/09/19 04+800 I 5.0 0.00 4.00 9.75 15.75 21.00 22.75 24.50 25.25 27.25 10.0 109 45.290
18 13/09/19 04+850 I 5.0 0.00 1.25 5.00 13.00 18.00 20.25 21.75 22.75 24.25 10.0 97 54.825
19 13/09/19 04+900 I 5.0 0.00 0.75 5.00 11.50 16.75 19.50 20.75 21.75 23.50 10.0 94 57.870
20 13/09/19 04+950 I 5.0 0.00 4.25 8.00 14.50 21.00 22.00 24.25 25.50 26.75 10.0 107 46.642
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1168 496
97.3 55.1
7.2 6.5
51.3 42.4
7.4 11.8
90 45
110 63
109.1
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 13/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
04+000 04+050 04+100 04+150 04+200 04+250 04+300 04+350 04+400 04+450 04+500 04+550 04+600 04+650 04+700 04+750 04+800 04+850 04+900 04+950
Dmax 120
T ramo: 1+000 - 6+000 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . HUANCAVELICA Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 13/09/19 05+000 I 5.0 0.00 0.25 4.00 12.75 16.50 19.75 20.25 22.00 23.00 10.0 92 60.096
2 13/09/19 05+050 I 5.0 0.00 0.25 4.00 13.25 17.00 19.75 21.25 22.00 23.75 10.0 95 56.818
3 13/09/19 05+100 I 5.0 0.00 0.25 5.25 12.25 15.25 19.50 20.25 21.25 22.75 10.0 91 61.275
4 13/09/19 05+150 I 5.0 0.00 3.75 8.25 16.75 21.75 24.25 24.50 25.50 27.25 10.0 109 45.290
5 13/09/19 05+200 I 5.0 0.00 3.25 8.00 15.25 20.50 22.75 23.75 24.75 26.50 10.0 106 47.348
6 13/09/19 05+250 I 5.0 0.00 0.75 5.75 12.75 17.75 19.00 21.50 22.50 24.00 10.0 96 55.804
7 13/09/19 05+300 I 5.0 0.00 0.75 4.75 12.75 16.25 20.00 21.00 22.00 23.50 10.0 94 57.870
8 13/09/19 05+350 I 5.0 0.00 0.00 6.00 13.75 16.25 19.75 21.50 21.75 23.75 10.0 95 56.818
9 13/09/19 05+400 I 5.0 0.00 0.75 5.75 12.00 19.25 21.50 21.75 22.50 24.25 10.0 97 54.825
10 13/09/19 05+450 I 5.0 0.00 0.25 3.25 10.50 17.75 19.75 20.25 21.25 23.00 10.0 92 60.096
11 13/09/19 05+500 I 5.0 0.00 2.25 7.25 14.25 20.25 22.00 23.50 24.00 26.00 10.0 104 48.828
12 13/09/19 05+550 I 5.0 0.00 0.00 4.50 11.00 17.50 20.75 20.75 22.25 23.25 10.0 93 58.962
13 13/09/19 05+600 I 5.0 0.00 4.25 7.50 16.50 21.00 23.00 24.50 25.50 26.75 10.0 107 46.642
14 13/09/19 05+650 I 5.0 0.00 2.25 5.50 14.25 18.00 21.50 22.75 24.00 25.50 10.0 102 50.403
15 13/09/19 05+700 I 5.0 0.00 3.75 9.25 15.75 20.75 23.25 25.00 25.50 27.25 10.0 109 45.290
16 13/09/19 05+750 I 5.0 0.00 2.50 8.25 15.00 20.25 22.75 23.25 24.75 25.75 10.0 103 49.603
17 13/09/19 05+800 I 5.0 0.00 1.75 6.25 14.75 19.75 22.25 23.00 24.25 25.25 10.0 101 51.230
18 13/09/19 05+850 I 5.0 0.00 4.25 9.25 16.25 21.00 23.75 25.25 26.00 27.50 10.0 110 44.643
19 13/09/19 05+900 I 5.0 0.00 1.50 6.25 15.25 19.25 21.00 22.50 23.75 25.25 10.0 101 51.230
20 13/09/19 05+950 I 5.0 0.00 3.75 7.50 15.00 21.25 22.00 23.50 25.25 26.25 10.0 105 48.077
De fle x.Máx (0.012mm)
RC Mín.
(m)
120.0 100.0
12.0 9.0
1164 496
97.0 55.1
6.2 5.4
37.9 29.2
6.4 9.8
91 45
109 61
107.1
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 13/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
05+000 05+050 05+100 05+150 05+200 05+250 05+300 05+350 05+400 05+450 05+500 05+550 05+600 05+650 05+700 05+750 05+800 05+850 05+900 05+950
Dmax 120
G. Rehabilitación y mejoramiento de la carretera Dv. Imperial – Pampas
T ramo: 1+000 - 6+800 Camión: Eje simple, llantas 10 x 20 Capa Pav.: CARRT . PAMPAS Carga de Ensayo: 8170 Kg
Espesor: 7.5CM CARPET A Presión de Neumatico: 80 psi
T emp. Ambiente:12°C Viga Benkelman: Brazo Doble
Registro : T EC. CARLOS POMA Hecho Por : ING. AUGUST O GARCIA CIP 85267
Fecha : Revisado Por : ING. AUGUST O GARCIA CIP 85267
Progr. D0
(km) Lect. Inicial 20 30 45 60 75 90 120 Lect. Final (0.01 mm)
1 14/09/19 01+000 I 5.0 0.00 0.00 4.50 7.25 14.25 22.25 26.00 29.00 34.25 10.0 137 32.216
2 14/09/19 01+050 I 5.0 0.00 0.00 0.00 3.50 11.50 20.00 26.00 28.50 32.50 10.0 130 34.722
3 14/09/19 01+100 I 5.0 0.00 0.00 -2.00 3.75 8.75 20.00 22.75 26.00 30.25 10.0 121 38.580
4 14/09/19 01+150 I 5.0 0.00 0.00 9.25 9.75 17.25 28.00 31.00 33.75 39.00 10.0 156 26.940
5 14/09/19 01+200 I 5.0 0.00 0.00 1.50 4.50 11.00 22.25 26.50 28.75 33.50 10.0 134 33.245
6 14/09/19 01+250 I 5.0 0.00 0.00 -1.75 4.00 8.50 19.75 24.75 25.50 30.25 10.0 121 38.580
7 14/09/19 01+300 I 5.0 0.00 0.00 4.75 7.00 14.00 23.00 28.25 29.50 34.25 10.0 137 32.216
8 14/09/19 01+350 I 5.0 0.00 0.00 8.50 10.25 18.25 27.50 30.50 33.50 38.00 10.0 152 27.902
9 14/09/19 01+400 I 5.0 0.00 0.00 8.25 10.50 16.75 28.00 33.25 36.00 40.00 10.0 160 26.042
10 14/09/19 01+450 I 5.0 0.00 0.00 1.00 2.50 9.00 19.75 25.25 28.25 32.25 10.0 129 35.112
11 14/09/19 01+500 I 5.0 0.00 0.00 8.50 10.00 18.00 28.50 31.25 35.50 39.50 10.0 158 26.483
12 14/09/19 01+550 I 5.0 0.00 0.00 1.25 3.25 11.25 22.25 27.50 27.50 33.25 10.0 133 33.602
13 14/09/19 01+600 I 5.0 0.00 0.00 -0.50 2.00 9.50 19.00 24.00 25.50 30.75 10.0 123 37.651
14 14/09/19 01+650 I 5.0 0.00 0.00 6.25 8.50 19.25 27.50 33.50 36.00 38.50 10.0 154 27.412
15 14/09/19 01+700 I 5.0 0.00 0.00 2.50 5.25 14.75 22.25 27.75 29.75 35.00 10.0 140 31.250
16 14/09/19 01+750 I 5.0 0.00 0.00 5.75 11.50 16.25 25.25 30.25 32.75 38.50 10.0 154 27.412
17 14/09/19 01+800 I 5.0 0.00 0.00 5.25 5.00 13.50 24.75 29.25 31.75 35.25 10.0 141 30.941
18 14/09/19 01+850 I 5.0 0.00 0.00 -1.75 2.00 10.50 18.50 23.75 26.50 31.00 10.0 124 37.202
19 14/09/19 01+900 I 5.0 0.00 0.00 0.50 2.00 10.00 20.00 26.00 27.50 31.50 10.0 126 36.337
20 14/09/19 01+950 I 5.0 0.00 0.00 7.50 8.25 14.75 25.50 30.75 33.50 36.75 10.0 147 29.206
De fle x.Máx (0.01mm)
RC Mín.
(m)
100.0 100.0
12.0 9.0
1668 290
139.0 32.3
14.4 4.6
207.5 21.6
10.4 14.4
121 26
160 39
162.6
EVALUACION DEFLECTOMETRICA - CARPETA ASFALTICA - CARRIL IZQ.
MTC E 1002-2016 ASTM D 4695
Re lación de Braz os
4 en 1
Paráme tros 14/09/2019
Nº Fecha de
Ensayo Carril e* Pav.
(cm)
Deflexiones (0.01 mm.) Lectura
2ª Dial 0.01 mm
RC OBS.
CUADRO ES TADIS TICO
Especificación
Número de Ensayos Suma de Valores
Promedio Desviación Estándar
Varianza Coficiente de Variación
Valor Mínimo Valor Máximo Deflexión Característica 0
40 80 120 160
01+000 01+050 01+100 01+150 01+200 01+250 01+300 01+350 01+400 01+450 01+500 01+550 01+600 01+650 01+700 01+750 01+800 01+850 01+900 01+950
Dmax 100