d.t.s.b. subrasante km = 0+000 - dspace.espol.edu.ec±o... · seccion tipo de via. camino vecinal...
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SECCION TIPO DE VIA. CAMINO VECINAL TIPO 7
4% 4%
0.600.60
1
1.50
D.T.S.B.
8.60
7.20
3.003.00
MATERIAL DE MEJORAMIENTO (E=0.30 m)
BASE GRANULAR (E=0.15 m)
SUBRASANTE
2.5% 2.5%
LC
0+160.35
0+145.35
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C1427Á54'51"100.0048.723.0424.85
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C1311Á55'24"100.0020.810.5410.44
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C1214Á11'01"120.0029.710.9314.93
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C1134Á14'46"60.0035.862.7818.48
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C1017Á34'33"100.0030.681.1915.46
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C915Á51'17"120.0033.211.1616.71
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C842Á09'58"60.0044.164.3023.13
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C728Á23'06"120.0059.453.7830.35
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C620Á41'55"120.0043.351.9821.91
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C558Á42'28"50.0051.237.3728.12
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C465Á51'52"50.0057.489.5732.39
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C314Á14'08"120.0029.810.9314.98
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C249Á54'59"40.0034.854.1218.62
NUMBERDEFLEXIONRADIOLONG. CURVAEXTERNALTANGENTE
C151Á37'09"40.0036.044.4319.35
1+100.00
1+000.00
0+900.000+800.000+700.00
0+600.00
0+500.00
0+400.00
0+300.00
0+200.00
0+100.00
PC= 1+137.83
PT = 1+083.34
PC= 1+062.53
PT = 1+017.81
PC=
0+98
8.10
PT =
0+94
2.57
PC= 0+906.71PT = 0+869.58
PC= 0+838.91
PT = 0+788.32
PC= 0+755.11
PT = 0+726.23
PC= 0
+682
.08
PT =
0+64
3.34
PC= 0+583.89PT = 0+504.30
PC= 0+460.95
PT = 0+445.78
PC= 0+394.55
PT = 0+378.91
PC= 0+321.43
PT = 0+306.23
PC= 0+276.41
PT = 0+199.02
PC= 0+164.17
PT = 0+036.24
PC= 0+000.20
KM
= 0+000.00
285
C. IN
VER
T =
280
.716
ABS
C.-
0+5
74.6
4ALC
Ø 15
00 m
m.
2,00
3,00
2,00
3,00
3,20
8,20
PENDIENTE=-0.05%
PCV
=0+0
29.5
2C
=282
.764
PIV
=0+0
49.5
2C
=282
.754
PTV
=0+0
69.5
2C
=282
.375
-0.05% -1.89%
Long Curva=40.00 mK=21.71E=-0.09
PCV
=0+0
91.8
3C
=281
.953
PIV
=0+1
16.8
3C
=281
.480
PTV
=0+1
41.8
3C
=281
.480
-1.89%0.00%
Long Curva=50.00 mK=26.42E=0.12
PENDIENTE=0.00%
PCV
=0+2
77.3
2C
=281
.480
PIV
=0+3
27.3
2C
=281
.480
PTV
=0+3
77.3
2C
=281
.974
0.00%0.99%
Long Curva=100.00 mK=101.28
E=0.12
PENDIENTE=0.99%
PCV
=0+4
47.8
5C
=282
.670
PIV
=0+4
97.8
5C
=283
.164
PTV
=0+5
47.8
5C
=283
.164
0.99%0.00%
Long Curva=100.00 mK=101.28E=-0.12
PENDIENTE=0.00%
PCV
=0+7
03.5
1C
=283
.164
PIV
=0+7
38.5
1C
=283
.164
PTV
=0+7
73.5
1C
=287
.364
0.00%
12.00
%
Long Curva=70.00 mK=5.83E=1.05
PENDIE
NTE=12.0
0%
PCV
=0+8
18.4
9C
=292
.762
PIV
=0+8
58.4
9C
=297
.562
PTV
=0+8
98.4
9C
=296
.372
12.00
%
-2.97%
Long Curva=80.00 mK=5.34E=-1.50
PENDIENTE=-2.97%
ABSCISAS
C. TERRENO
C. PROYECTO
CORTE
RELLENO
0+00
0.00
282.
779
282.
779
0.00
0.00
PC=0
+000
.20
282.
776
282.
778
0.00
0.00
2
0+02
0.00
281.
971
282.
769
0.00
0.79
8
PT=0
+036
.24
283.
675
282.
750.
925
0.00
0+04
0.00
283.
714
282.
733
0.98
10.
00
0+06
0.00
285.
332
282.
535
2.79
70.
00
0+08
0.00
290.
735
282.
177
8.55
80.
00
0+10
0.00
295.
609
281.
811
13.7
980.
00
0+12
0.00
289.
874
281.
578.
304
0.00
0+14
0.00
282.
789
281.
481
1.30
80.
00
0+16
0.00
275.
956
281.
480.
005.
524
PC=0
+164
.17
277.
785
281.
480.
003.
695
0+18
0.00
280.
298
281.
480.
001.
182
PT=0
+199
.02
280.
519
281.
480.
000.
961
0+20
0.00
280.
526
281.
480.
000.
954
0+22
0.00
280.
618
281.
480.
000.
862
0+24
0.00
281.
098
281.
480.
000.
382
0+26
0.00
280.
955
281.
480.
000.
525
PC=0
+276
.41
280.
827
281.
480.
000.
653
0+28
0.00
280.
806
281.
480.
000.
674
0+30
0.00
280.
7928
1.50
60.
000.
716
PT=0
+306
.23
280.
822
281.
521
0.00
0.69
9
0+32
0.00
280.
939
281.
570.
000.
631
PC=0
+321
.43
280.
956
281.
576
0.00
0.62
0+34
0.00
281.
322
281.
674
0.00
0.35
2
0+36
0.00
281.
548
281.
818
0.00
0.27
PT=0
+378
.91
281.
367
281.
990.
000.
623
0+38
0.00
281.
3928
20.
000.
61
PC=0
+394
.55
281.
659
282.
144
0.00
0.48
5
0+40
0.00
281.
686
282.
198
0.00
0.51
2
0+42
0.00
281.
648
282.
395
0.00
0.74
7
0+44
0.00
281.
693
282.
593
0.00
0.9
PT=0
+445
.78
281.
662
282.
650.
000.
988
0+46
0.00
281.
627
282.
783
0.00
1.15
6PC
=0+4
60.9
528
1.62
728
2.79
10.
001.
164
0+48
0.00
281.
474
282.
937
0.00
1.46
3
0+50
0.00
283.
019
283.
051
0.00
0.03
2PT
=0+5
04.3
028
3.14
283.
070.
070.
00
0+52
0.00
283.
542
283.
126
0.41
60.
00
0+54
0.00
284.
041
283.
161
0.88
0.00
0+56
0.00
283.
223
283.
164
0.05
90.
00
0+58
0.00
283.
0728
3.16
40.
000.
094
PC=0
+583
.89
283.
164
283.
164
0.00
0.00
0+60
0.00
283.
297
283.
164
0.13
30.
00
0+62
0.00
281.
5728
3.16
40.
001.
594
0+64
0.00
280.
609
283.
164
0.00
2.55
5PT
=0+6
43.3
428
0.66
528
3.16
40.
002.
499
0+66
0.00
281.
168
283.
164
0.00
1.99
6
0+68
0.00
284.
073
283.
164
0.90
90.
00
PC=0
+682
.08
284.
223
283.
164
1.05
90.
00
0+70
0.00
279.
904
283.
164
0.00
3.26
0+72
0.00
280.
934
283.
397
0.00
2.46
3
PT=0
+726
.23
281.
5428
3.60
60.
002.
066
0+74
0.00
283.
401
284.
305
0.00
0.90
4
PC=0
+755
.11
284.
718
285.
446
0.00
0.72
8
0+76
0.00
285.
275
285.
899
0.00
0.62
4
0+78
0.00
287.
862
288.
143
0.00
0.28
1
PT=0
+788
.32
289.
296
289.
141
0.15
50.
00
0+80
0.00
291.
625
290.
543
1.08
20.
00
0+82
0.00
295.
3429
2.94
2.4
0.00
PC=0
+838
.91
296.
769
294.
821
1.94
80.
000+
840.
0029
6.85
129
4.91
1.94
10.
00
0+86
0.00
297.
142
296.
131.
012
0.00
PT=0
+869
.58
296.
836
296.
450.
386
0.00
0+88
0.00
296.
456
296.
602
0.00
0.14
6
0+90
0.00
295.
946
296.
327
0.00
0.38
1
PC=0
+906
.71
295.
945
296.
128
0.00
0.18
3
0+92
0.00
295.
589
295.
732
0.00
0.14
3
0+94
0.00
295.
426
295.
138
0.28
80.
00
PT=0
+942
.57
295.
502
295.
061
0.44
10.
00
0+96
0.00
296.
288
294.
543
1.74
50.
00
0+98
0.00
293.
913
293.
948
0.00
0.03
5
PC=0
+988
.10
293.
551
293.
707
0.00
0.15
6
1+00
0.00
293.
0829
3.35
30.
000.
273
15,00
ALC
SEC
C. 2
.00
m x
3.0
0m
ABS
C.-
0+6
99.8
3
C. IN
VER
T =
279.
764
ESCUELA SUPERIOR POLITECNICA DEL LITORAL
Integrantes:
Walter Hurtares Kleber Chil§n Ivan Solorzano
Revis· :Ing. EduardoSantos Baquerizo
Plano :
1/7
Fecha :
Marzo 2011
Escala :
Indicadas
Estudios y dise¶os : Consejo Provincial de Manab².
Camino Vecinal La Chorera (Abscisa 0+000 - 1+000)Contiene : Caso pr§ctico
Proyecto de tesina : Trazado y Replanteo del Proyecto Horizontal de una V²a