Chihuahua Express DIA 2 INGLES.pdf · DAY 2, SECTION 1 LENGTH CH TC 2 AVERAGE 94 k/h PARTIAL 1 2 3...

DAY 2, SECTION 1

LENGTH

CH TC 2

AVERAGE

94 k/h

PARTIAL

1

2

3

4

5

6

7

8

9

10

11

184.810

6.300 3.850 BRIDGE. 180.960

2.450 0.250

NEXT REFERENCE

8.280

STRAIGHT AHEAD TO CD. CUAUHTEMOC

STRAIGHT AHEAD BY PERIPHERAL STREET.

7.660 1.360 TRAFFIC LIGHT, STRAIGHT AHEAD TO "MÉXICO - CD. CUAUHTEMOC". 179.600

STOP, STRAIGHT AHEAD.

0.210 0.060 BUMP, JUNCTION TO THE RIGHT

186.460

1.600 0.800 COME INTOCENTRAL LANES. 185.660

0.800 0.590 TRAFFIC LIGHT, STRAIGHT AHEAD TO"CD CUAUHTEMOC"

185.240

2.200 0.180 NISSAN DEALER R.S. 185.060

2.020 0.420 GAS STATION, RIGHT SIDE

(PREMIUM)NEXT GAS STATION AT 9 km.

SPECIAL STAGETIME 02:00'

0.620 TRAFFIC LIGHT, STRAIGHT AHEAD 178.980

CHIHUAHUA - DIVISADERO - CHIHUAHUA

CH 1 Starting Arch at hotel "Soberano" in Chihuahua

1187.26 km.Km 17.490 on Cd. Cuauhtemoc-Creel Road

187.260

LENGTH DIRECTION

TOTAL

0.000 0.000

INFORMATION

EXITSTARTING ARCH AT THE HOTEL

SOBERANO

187.110

RETRO

187.050

0.150 0.150

$ $

N 28° 40' 10.42"G P S W 106° 08' 06.68" 1,548 msnm

HCH/ACC DAY 2 Página 1 de 81

DAY 2, SECTION 1

PARTIAL

11

12

13

14

15

16

17

18

19

20

21

22

31.740 12.480

146.590

41.350 0.680 RIGHT 3 !!! 145.910

40.670 8.930 STRAIGHT AHEAD TO CD. CUAUHTEMOC

NEXT REFERENCE

48.530 7.180 MARKER km 45 138.730

GAS STATION RIGHT SIDE(PREMIUM)

NEXT GAS STATION AT 86 km.

171.850

15.800 0.390 ROAD SIGN:"CUAUHTEMOC 86" 171.460

15.410 3.640

OBELISK GENERAL MARTÍN LÓPEZ, RIGHT SIDE

168.810

19.260 0.810 CAUTION, 4 KM. OF POSSIBLE WORK ZONE 168.000

18.450 2.650

155.520

TRAFFIC LIGHT, STRAIGHT AHEAD TO "CD. CUAUHTEMOC"

GAS STATION, RIGHT SIDE(PREMIUM)

178.980

STRAIGHT AHEAD UNDER THE BRIDGETO "CUAUHTEMOC".

8.600 0.320 178.660

8.280 0.620

GAS STATION L.D.(PREMIUM)


175.49011.770 1.230

10.540 1.940

GAS STATION, RIGHT SIDE(PREMIUM)


176.720

TRAFFIC LIGHT, STRAIGHT AHEAD


LENGTH DIRECTION INFORMATION RETRO

TOTAL

KM

CUAUHTEMOC 88


DAY 2, SECTION 1

PARTIAL

22

23

24

25

26

27

28

29

30

31

32

33

TRAFFIC LIGHT, STRAIGHT AHEAD

104.300 0.530 TRAFFIC LIGHT, STRAIGHT AHEAD.

GAS STATION, LEFT SIDENEXT GAS STATION AT 2 km.

83.490103.770 2.890

NEXT REFERENCE

105.780

82.960

104.850 0.550 TRAFFIC LIGHTS (3), STRAIGHT AHEAD AV. ROMA 82.410

0.930 TRAFFIC LIGHT, STRAIGHT AHEAD.(LÓPEZ RAYÓN) 81.480

104.210

97.930 14.880 MARKER km 95 89.330

83.050 10.840 MARKER km 80

88.630

100.880 2.250 MARKER km 98 86.380

98.630 0.700 BY THE LEFT TOCD. CUAUHTÉMOC

138.730

49.340 0.810 BY THE LEFT TOCD. CUAUHTÉMOC CUOTA 137.920

48.530 7.180 MARKER km 45

122.710

72.210 7.660 TOLL BOOTH $ 84.00 115.050

64.550 15.210 STRAIGHT AHEAD



TOTAL

KM

KM

KM

KM


DAY 2, SECTION 1

PARTIAL

33

34

35

36

37

38

39

40

41

42

43

44

TRAFFIC LIGHTS (2), STRAIGHT AHEAD,

STRAIGHT AHEAD, A "LA JUNTA"OVER THE BRIDGE. 74.100

NEXT REFERENCE

113.160

TRAFFIC LIGHT (2), STRAIGHT AHEAD TO HERMOSILLO.

107.580 0.470 STOP, STRAIGHT AHEAD.

80.440

107.110 0.290 TRAFFIC LIGHT, STRAIGHT AHEAD(CALLE D. DE CUILTY) 80.150

0.360

2.880

76.980

79.680

108.180 0.600 TRAFFIC LIGHTS (2),STRAIGHT AHEAD.(RÍO CONCHOS) 79.080

78.720

77.290

110.280 0.310

108.540

109.970 1.430 TRAFFIC LIGHT, STRAIGHT AHEAD TO "CD. MADERA - LA JUNTA".

106.110 0.140 MONUMENT CUAUHTÉMOC BY THE LEFT.

81.480

105.970 0.190 TRAFFIC LIGHT, STRAIGHT AHEAD.

GAS STATION, LEFT SIDENEXT GAS STATION AT 13 km.

81.290

106.820 0.380 TRAFFIC LIGHT, STRAIGHT AHEAD.A HERMOSILLO.

81.150

106.440 0.330 TRAFFIC LIGHT, STRAIGHT AHEAD. 80.820


105.780 0.930 TRAFFIC LIGHT, STRAIGHT AHEAD.(LÓPEZ RAYÓN)


TOTAL


DAY 2, SECTION 1

PARTIAL

44

45

46

47

48

49

50

51

52

53

54

55

NEXT REFERENCE

169.410 0.360CAUTION!!!!

RIGHT 3 !!! LONG17.850

153.260 0.130

GAS STATION, RIGHT SIDE (PREMIUM)

NEXT GAS STATION AT 76 km.(SERVICE)

34.000

26.190 km 154, RIGHT SIDE 161.070 7.810

169.050 7.980 BRIDGE. 18.210

STRAIGHT AHEAD UNDER THE BRIDGE

TO "LA JUNTA - BASASEACHI"

55.740

151.360 19.840

KM. 128

VILLAGE PEDERNALESBUMPS (2).

35.900

131.520 8.640

CAUTION, DANGEROUS CROSSING , TO THE LEFT TO "CREEL"

34.980

153.130 0.850

END OF MEDIAN STRIP, DOUBLE TRAFFIC BEGINS

34.130

152.280 0.920

KM. 120, RIGHT SIDE

65.980

122.880 1.600

BIG BUMPS (2)

64.380

121.280 2.180

LENGTH DIRECTION


INFORMATION RETROTOTAL

68.160

113.160 2.880

GAS STATION, RIGHT SIDE NEXT GAS STATION AT 47 km.

74.100

119.100 5.940

STRAIGHT AHEAD, A "LA JUNTA"OVER THE BRIDGE.

KM

KM

KM


DAY 2, SECTION 1

PARTIAL

55

56

57

58

59

60

61

3.720

CONTROL "CH - TC 2"MANDATORY STOP

HAND TIME CARD TO OFFICER(km 17 + 490)

0.490

CRANES AT CD. CUAUHTEMOC 01 625 582 0408

KM. 17 L.S.

187.260 0.490 0.000

186.770

DISTANCE TO THE NEXT "A" 120 m.

END OF SECTION

QUINTUPLE ROAD SIGN: "CREEL 90"

17.320

170.330 0.390

TO THE LEFT TO CREEL

16.930

169.940 0.530

MARKER km 13 L.S.

10.260

183.050 6.050

MARKER km 7, L. S.

4.210

177.000 6.670

RETROTOTAL

LENGTH DIRECTION INFORMATION


CAUTION!!!! RIGHT 3 !!! LONG

169.410 0.360 17.850

- 2 -

KM

KM

KM


DAY 2, SECTION 2

LENGTH

CH TC 3

AVERAGE

12.120 km. 83 k/h

PARTIAL

1 12.12

2 11.84

3 11.13

4 10.67

5 10.48

6 10.21

7 9.91

8 9.66

9 9.22

10 8.97

11 8.80

DOUBLE ROAD SIGN

13.600

13.350

3.320 0.170

LEFT 2 !! LONG

LEFT 4 LONG

RIGHT 1 !LEFT 3 !!!

KM. 2014.290

2.460 0.250 RIGHT 1 ! TO 3 !! LONG

3.150 0.250

SPECIAL STAGE TIME

2 CUAUHTEMOC - SAN JUANITO 1

16.500

0.280 0.280 16.220

CONTROL "A - TC 2" (HELMETS)START OF SPECIAL STAGE

(km 17 + 610 m.)

RIGHT 2 !!

0.190 LEFT 1 !

15.510

1.450 0.460 15.050 RIGHT 1 !

INFORMATION

NEXT REFERENCE

0.990 0.710

DIRECTION LENGTH

14.040

2.210 0.300

14.860

1.910 0.270 RIGHT 2 !! 14.590

1.640

2.900 0.440

00:12'

TC 2 Km 17.610 on Cd. Cuauhtemoc-Creel Road

216.50 km.Km 34.390 on Cd. Cuauhtemoc-Creel Road

TOTAL

0.000 0.000

BRIDGE.LEFT 2 !!

km 21 13.180

RETRO


3

2

4L

2

- 2 -

KM

1 A 3 L

KM

N 28° 14' 38.24"G P S W 107° 29' 12.49" 2,287 msnm


DAY 2, SECTION 2

PARTIAL

11 8.80

12 8.45

13 7.67

14 7.28

15 6.72

16 6.60

17 5.67

18 4.83

19 4.54

20 4.18

21 3.86

22 3.72

INFORMATION

BRIDGE.LEFT 2 !!

km 21

9.210

7.580 0.290 LEFT 3 !!! RIGHT 1 ! 8.920

7.290 0.840 CREST WITH RIGHT 3 !!!

8.560

8.2408.260 0.320 RIGHT 1 !

7.940 0.360 CREST WITH RIGHT

10.980

5.400 0.560 CREST

CREST WITH RIGHT 2 !! SHORT WITH LEFT 1 ! ON CREST

CREST WITH RIGHT 3 !!! LONGLEFT 2 !! LONG

3.320

10.0506.450 0.930 km 24, CREST WITH LEFT 1 !

11.100

5.520 0.120 RIGHT 2 !! LONG

11.660

4.450 0.780 km 22, RIGHT SIDE

4.840

3.670 0.350

0.390

12.050

RETRO

8.100

0.170

LEFT 3 !!! LONG

NEXT REFERENCE

12.830

8.400 0.140

LENGTH

13.180

TOTAL


DIRECTION

1

3 1

1

L

KM

KM

KM

3L


DAY 2, SECTION 2

PARTIAL

22 3.72

23 3.56

24 3.36

25 3.16

26 2.82

27 2.69

28 1.95

29 1.74

30 1.42

31 1.18

32 1.02

33 0.73

7.940 VILLAGE

7.540

9.300 0.340 RIGHT FULL 7.200

8.960 0.200 CREST WITH RIGHT 1 !

8.560 0.160

6.120

10.700 0.320 LEFT 1 !LEFT 1 ! 5.800

10.380 0.210 RIGHT FULLkm 28

7.070

10.170 0.740 LEFT 2 !! 6.330

9.430 0.130 km 27 RIGHT 2 !! LONG

5.560

11.100 0.160 LEFT FULL DOUBLE RIGHT FULL 5.400

10.940 0.240 BRIDGE

8.400 0.140 LEFT 3 !!! LONG

8.760 0.200 LEFT FULL

8.100

7.740

INFORMATION RETRO

5.110


LENGTH DIRECTION

TOTAL

NEXT REFERENCE

11.390 0.290 CREST, DOUBLE RIGHT 1 !

1 1

1

3L

KM

KM

1 1


DAY 2, SECTION 2

PARTIAL

33 0.73

34 0.00

35

36

37

38

39

40

5.110

12.120 0.730

CONTROL "B"END OF SPECIAL STAGE

(Letrero: "R. Blanco") 4.380

11.390 0.290 CREST, DOUBLE RIGHT 1 !

12.550 0.200

CONTROL "C"MANDATORY STOP

HAND TIME CARD TO OFFICER(km 30 + 140 m aprox.)

3.110

16.350 2.960 MARKER km 34 0.150

4.15012.350 0.230

3.950

12.560 0.010 TOWN,BUMPS (2). 3.940

RIGHT 2 !!

0.000

DISTANCE TO THE NEXT CONTROL "A" 240 mEND OF SECTION


13.390 0.830 MARKER km 31 L.S.

16.500 0.150


HAND TIME CARD TO OFFICER(km 34 + 150 )

RETRO


INFORMATIONTOTAL

LENGTH DIRECTION

1 1

- 2 -

- 3 -

KM

KM

N 28° 09' 24.44"G P S W 107° 28' 57.97" 2,191 msnm- 2 -


DAY 2, SECTION 3

LENGTH

CH TC 4

AVERAGE

13.320 km. 66 k/h

PARTIAL

1 13.32

2 13.17

3 12.69

4 12.33

5 12.14

6 11.84

7 11.68

8 11.40

9 11.10

10 10.86

11 10.68

Km. 76.410 on Bocoyna - Creel Road.

0.360

0.000

0.480


TC 3 Km 34.390 on Cd. Cuauhtemoc-Creel Road

342.71 km.

00:39'CUAUHTEMOC - SAN JUANITO 2

SPECIAL STAGE TIME

3

0.630 RIGHT 2 !! SHORT LEFT FULL

0.990

0.000

LENGTH DIRECTION

1.180

RIGHT 2 !! 41.720

0.190 CREST FULL 41.530

41.230

42.080

42.710

0.150 0.150 LEFT FULL 42.560

TOTALRETRO


(km 34 + 390 m)

INFORMATION

40.790

2.220 0.300 RIGHT FULL 40.490

1.920 0.280 Letrero "EL ALAMITO" LEFT 2 LONG

1.640 0.160 BRIDGE RIGHT 1 ! 41.070

1.480 0.300 CREST WITH LEFT 4 !!!!

2.460 0.240 RIGHT 3 !!! SHORT 40.250

2.640 0.180

NEXT REFERENCE

km 37, LEFT SIDE 40.070

1

-3-

KM

4

N 28° 07' 40.53"G P S W 107° 30' 32.67" 2,220 msnm


DAY 2, SECTION 3

PARTIAL

11 10.68

12 10.43

13 10.06

14 9.65

15 9.38

16 9.02

17 8.49

18 8.35

19 7.82

20 7.57

21 7.32

22 6.98

2.890 0.250 LEFT 1 !

2.640 0.180


TOTAL


38.4104.300 0.360 DOUBLE RIGHT FULL

39.040

3.940 0.270 RIGHT 0 38.770

3.670 0.410 LEFT 1 !

3.260 0.370 CREST FULL 39.450

37.210


39.820

5.750 0.250 RIGHT 2 !! SHORT 36.960

5.500 0.530 LEFT 2 !!

4.970 0.140 LEFT 2 !! 37.740

4.830 0.530 CREST WITH RIGHT FULL 37.880

6.000 0.250 RIGHT 1 ! ON CREST 36.710

LEFT FULL 36.370

NEXT REFERENCE

6.340 0.340

1

2

2

0

1

KM

1


DAY 2, SECTION 3

PARTIAL

22 6.98

23 6.70

24 6.51

25 6.24

26 6.01

27 5.73

28 5.58

29 5.30

30 4.88

31 4.60

32 4.07

33 3.76

6.620 0.280 km 41, LEFT SIDE 36.090

6.340 0.340 LEFT FULL 36.370



TOTAL

35.400

7.590 0.280 LEFT 1 ! km 42 LEFT SIDE 35.120

7.310 0.230 CREST FULL

35.900

7.080 0.270 LEFT 1 ! 35.630

6.810 0.190 RIGHT 1 !

8.440 0.420 RIGHT FULL

0.280 RIGHT 1 !

LEFT VILLAGE

34.970

8.020 0.280 LEFT FULL 34.690

7.740 0.150 CREST WITH RIGHT FULL

8.720

9.250 0.530 RIGHT FULL 33.460

NEXT REFERENCE

9.560 0.310 RIGHT 1 ! RIGHT 1 ! 33.150

34.270

33.990

1

KM

KM

1


DAY 2, SECTION 3

PARTIAL

33 3.76

34 3.54

35 3.17

36 2.84

37 2.49

38 2.27

39 1.90

40 1.71

41 1.42

42 1.12

43 0.81

44 0.45

DIRECTION INFORMATION

33.150

9.780 0.220 LEFT 1 ! RIGHT 1 ! 32.930

9.560 0.310 RIGHT 1 ! RIGHT 1 !

RETROTOTAL


LENGTH

31.880

11.050 0.220 RIGHT LEFT 3 !!! 31.660

10.830 0.350 LEFT RIGHT 1 !

32.560

10.480 0.330 RIGHT FULLLEFT FULL 32.230

10.150 0.370 LEFT 2 !! SHORT

30.810

12.200 0.300 LEFT 4 !!! VERY LONG 30.510

11.900 0.290 RIGHT 3 !!! LONG

31.290

11.610 0.190 CREST WITH RIGHT 2 !! LONG 31.100

11.420 0.370 LEFT FULL

12.510 0.310 CREST WITH RIGHT FULL 30.200

NEXT REFERENCE

12.870 0.360 RIGHT 1 ! 29.840

4XL

2


DAY 2, SECTION 3

PARTIAL

44 0.45

45 0.21

46 0.00

47

48

49

50

51

52

53

54

55

NEXT REFERENCE

24.940 0.280 BUMPS (4) 17.770

24.320 1.840 TRAFFIC LIGHT , STRAIGHT AHEAD

22.480 0.110 BUMPS (10) 20.230

18.390

29.840



TOTAL

29.390

13.680 0.360 km 48 RIGHT SIDE 29.030

13.320 0.210


(km 47 + 640 m aprox.)

13.110 0.240 LEFT 1 ! 29.600

12.870 0.360 RIGHT 1 !

22.090 0.150 BUMP . 20.620

18.050

20.340

28.530

21.940 7.760 ROAD SIGN: SAN JUANITOVILLAGE 20.770

14.180 0.500


HAND TIME CARD TO OFFICER(km 48+480 m Letrero SEHUEREACHI)

22.370 0.280 GAS STATION, LEFT SIDE(PREMIUM)

24.660 0.340 TO THE RIGHT TO "CREEL - BOCOYNA"

- 3 -

- 3 -

KM

N 28° 03' 59.41"G P S W 107° 35' 55.84" 2,561 msnm


DAY 2, SECTION 3

PARTIAL

55

56

57

58

59

60

61

62

63

64

65

66

0.410

42.710 0.410


HAND TIME CARD TO OFFICER(km 76 + 410 m)

DISTANCE TO THE NEXT CONTROL L "A" 50 mEND OF SECTION



LENGTH

9.440

0.000

42.300 0.550 km 76, RIGHT SIDE

26.540 0.200 km. 61 LEFT SIDE 16.170

25.660 0.070

16.3700.530 BUMP 26.340



BRIDGE 41.750

17.050

0.390 0.960

INFORMATIONTOTAL

25.590 0.650 TO THE LEFT TO "CREEL" 17.120

24.940 0.280 BUMPS (4) 17.770

DIRECTION

BUMPS (2) 1.350

16.90025.810 0.150 BUMP

CREST WITH RAIL ROAD

KM. 6511.560

2.12040.590

RETRO

31.150 4.610

ROAD SIGN "BOCOYNA",VILLAGE.

41.360 0.770

KM

KM

- 4 -

KM


DAY 2, SECTION 4

LENGTH

CH TC 5

AVERAGE

11.360 km. 63 k/h

PARTIAL

1 11.36

2 11.31

3 11.10

4 10.83

5 10.52

6 10.15

7 10.03

8 9.81

9 9.55

10 9.27

11 9.09

Service at Garden in Creel. 4CHIHUAHUA - DIVISADERO - CHIHUAHUA

TC 4 Km. 76.460 on Bocoyna - Creel Road.

13.60 km.

4 BOCOYNA - CREEL

SPECIAL STAGE TIME 00:13'

13.600

LEFT FULL

13.070

0.840 0.310 RIGHT 3 !!! LONG 12.760

0.530 0.270

13.550

RETRO

13.340


0.260 0.210


0.000 0.000


(km 76+460 m in front of vivero forestal)

TOTAL

km 78, RIGHT SIDE RIGHT 2 !! LONG

2.090 0.280 RIGHT 3 !!! LONG 11.510

CREST

12.050

1.810 0.260 LEFT 1 ! 11.790

1.550 0.220

RIGHT FULL LONG

12.390

1.330 0.120 LEFT 2 !! 12.270

1.210 0.370

2.270 0.180 11.330LEFT 1 !

NEXT REFERENCE

1

- 4 -

KM

2L

3L

N 27° 49' 49.79"G P S W 107° 35' 31.58" 2,232 msnm

1


DAY 2, SECTION 4

PARTIAL

11 9.09

12 8.93

13 8.74

14 8.56

15 8.20

16 8.11

17 7.89

18 7.72

19 7.50

20 7.12

21 6.70

22 6.24


3.160 0.360 LEFT FULL RIGHT 1 !

2.800


LENGTH DIRECTION RETRO

TOTAL

10.800

10.440

10.350

10.130

2.270 0.180

2.620 0.190 LEFT 1 ! DOUBLE

LEFT 1 ! 11.330

11.170

INFORMATION

10.980

0.180

9.960

3.860 0.220 LEFT 1 ! RIGHT LEFT 1 !

9.740

3.640 0.170 RIGHT 2 !!

RIGHT 1 ! LEFT 1 !LEFT 2 !!

RIGHT 1 !

3.470 0.220 km 80 RIGHT 1 !

3.250 0.090 LEFT 2 !! VERY LONG

9.360

4.660 0.420 BRIDGE 8.940

4.240 0.380 LEFT 2 !! RIGHT 2 !!

NEXT REFERENCE

5.120 0.460 RIGHT 2 !! 8.480

1

1

KM


DAY 2, SECTION 4

PARTIAL

22 6.24

23 6.01

24 5.89

25 5.61

26 5.47

27 5.32

28 5.18

29 5.02

30 4.92

31 4.91

32 4.51

33 4.31

RETRO

5.120 0.460 RIGHT 2 !! 8.480



TOTAL

7.850

5.890 0.140 RIGHT FULL LEFT 1 ! 7.710

5.750 0.280 LEFT 1 ! SHORT

8.250

5.470 0.120 LEFT 2 !! RIGHT 2 !! 8.130

5.350 0.230 CREST

7.160

6.340 0.160 RIGHT FULL 7.260

6.440 0.100 km 83

7.560

6.180 0.140 LEFT 1 ! LONG 7.420

6.040 0.150 RIGHT 2 !!

0.010LEFT FULL

RIGHT 3 !!!WITH LEFT 2 !!

RIGHT FULL LEFT FULL

NEXT REFERENCE

7.050

7.150

6.850 0.400 6.750

6.450

0.200 DOUBLE RIGHT FULL 6.550

3

1L

2

2

KM


DAY 2, SECTION 4

PARTIAL

33 4.31

34 4.15

35 3.97

36 3.90

37 3.82

38 3.71

39 3.48

40 3.36

41 3.28

42 3.05

43 2.81

44 2.49

7.050 0.200

TOTAL

6.550 DOUBLE RIGHT FULL

RETRO



6.140

7.540 0.080

LEFT 1 !

6.060

7.460 0.070

RIGHT 3 !!!

6.390

7.390 0.180

LEFT FULL RIGHT 1 !LEFT 3 !!!

6.210

7.210 0.160

RIGHT FULLkm 84

5.600

8.080 0.080

RIGHT 1 !

5.520

8.000 0.120

LEFT 3 !!! LONG

5.950

7.880 0.230

LEFT 1 ! DOUBLE RIGHT 1 !

5.720

7.650 0.110

LEFT 2 !!

8.870 0.320 4.730

5.050 LEFT 2 !! 8.550 0.240

RIGHT 2 !! LONGKM. 85 8.310 0.230

LEFT FULL

NEXT REFERENCE

5.290

2

1 1 1

3

1

KM

2L

KM

3L


DAY 2, SECTION 4

PARTIAL

44 2.49

45 2.32

46 2.15

47 1.88

48 1.74

49 1.46

50 1.31

51 1.17

52 0.95

53 0.75

54 0.40

55 0.26

4.560

RETRO

8.870 0.320 4.730 LEFT FULL



TOTAL

4.120

9.620 0.140

KM. 86 RIGHT 2 !!

3.980

9.480 0.270

LEFT 2 !! LONG

4.390

9.040 0.170

LEFT 1 ! 9.210 0.170

ROAD SIGN "HUETOSACHI"

3.410

10.410 0.220

RIGHT FULLLEFT 1 !

3.190

10.190 0.140

RIGHT FULL

3.700

10.050 0.150

CREST WITH RIGHT 2 !!

3.550

9.900 0.280

LEFT 1 !

2.500LEFT 2 !!11.100 0.140

LEFT 2 !! RIGHT 2 !!

2.640

10.610 0.200

RIGHT 1 ! 0.350

NEXT REFERENCE

2.990

10.960 1

1

1

KM


DAY 2, SECTION 4

PARTIAL

55 0.26

56 0.00

57

58

59

60

61

62

63

64CONTROL "CH - 5"

ENTRANCE TO THE SERVICE AT THE GARDEN AT CREEL'S D OWNTOWN.ADVANCE OR DELAY ARE NOT PENALIZEDCRANES AT CD. CUAUHTEMOC 01 625 582 0408

12.450 0.310 TO THE LEFT BY"AV. TARAHUMARA" 1.150

12.620 0.170 SMALL.BUMP 0.980

12.740 0.120 STRAIGHT AHEAD UNDER THE RAILROAD BRIDGE 0.860

CONTROL "CH - 5" ENTRANCE TO THE SERVICE

AT THE GARDEN. 0.000

BUMP, BY THE LEFTGAS STATION, RIGHT SIDE

(PREMIUM) NEXT GAS STATION AT 2 km..

12.990 0.250 BUMP. 0.610

13.450 0.460 BUMPS (2). 0.150

13.600 0.150

0.140 2.500 LEFT 2 !!



TOTALRETRO

1.460

0.260

CONTROL "C" MANDATORY STOPHAND TIME CARD TO OFFICER

(km 88+370 m Let Centro Alto Rendimiento)

11.100

12.140 0.390

2.240

11.750 0.390


(km 87 + 980 m aprox.)

1.850

11.360- 4 -

- 4 -

N 27° 46' 18.19"G P S W 107° 38' 23.67" 2,384 msnm

- 5 -N 27° 45' 12.16"G P S W 107° 38' 03.92" 2,348 msnm


DAY 2, SECTION 5

LENGTH

CH 6

AVERAGE

0 k/h

PARTIAL

1

2

THERE IS NO EXIT CONTROL, ADVANCED OR DELAYED PASSI NG IS NOT PENALIZED

Service at Central Garden in Creel.

50.00 km.Service at Central Garden in Creel.

SPECIAL STAGE


0.000

TIME

CH 5

00:50'

LENGTH DIRECTION RETRO

0.0000.000

0.000

CONTROL "CH - 5" AT THE ENTRANCE TO SERVICE.

TOTALINFORMATION

THIS IS PASSAGE CONTROL, ADVANCE OR DELAY ARE NOT P ENALIZED

SECTION TIMEIt is the competitor's responsibility to verify with the officer at the "CH" control the time for this

section. Any time adjustment by the organizers will modify the time for the Service.

END OF SECTION .

0.000 0.000

CONTROL "CH - 6"EXIT FROM SERVICE AT

THE GARDEN.NEXT GAS STATION AT 2 km.- 6 -

- 5 - N 27° 45' 12.16"G P S W 107° 38' 03.92" 2,348 msnm

GARDEN

KIOSK

SERVICE

SERVICE

SERVICE

SERVICE


DAY 2, SECTION 6

LENGTH

CH TC 7

AVERAGE

23 k/h

PARTIAL

1

2

3

4

5

6

7

8

9

6

10

0.150 0.150 STOP,STRAIGHT AHEAD. 3.630

2.030 0.200 ROUNDABOUT

TO THE RIGHT TO"SAN RAFAEL - DIVISADERO"

1.750

BUMP .

2.0801.700 0.310 STOP,

JUNCTION WITH ROAD,STRAIGHT AHEAD.

2.020

RAILROAD CROSSING

2.390

km 92

Service at Central Garden in Creel.


63.78 km.Km. 1.910 In career Creel - Divisadero Road


CH 6

3.780

1.390 0.620

1.760 0.060

LENGTH DIRECTION

0.000 0.000

3.180

0.770 0.170

STRAIGHT AHEAD AND TO THE RIGHT,NEXT TO "MULTILLANTAS"

3.010

0.600 0.100 RAILROAD CROSSING

0.500

CONTROL "CH - 6"EXIT FROM SERVICE AT

THE GARDEN.

0.350 RAILROAD CROSSING 3.280

1.950

1.520

1.830 0.070

INFORMATIONTOTAL

RETRO

NEXT REFERENCE

2.260 GAS STATION, RIGHT SIDE

(PREMIUM)NEXT GAS STATION AT 88 km.

0.230

- 6 -

KM

ALTO


DAY 2, SECTION 6

PARTIAL

10

11

12

13



3.550 0.540 BUMPS (3)


INFORMATION

0.230

RETRO LENGTH

DIRECTION TOTAL

2.260 0.230 1.520

0.770

0.000



3.010 0.750 km 1



3.780 0.230- 7 -

KM


DAY 2, SECTION 7

LENGTH

TC CH 8

AVERAGE

17.560 km. 68 k/h

PARTIAL

1 17.56

2 17.48

3 17.16

4 16.75

5 16.61

6 16.31

7 15.87

8 15.62

9 15.47

10 15.17

11 15.03

20.370

19.560

RETRO

LEFT 2 !! SHORT

CREST FULL

720.37 km.Km. 22.520 on Creel - Divisadero Road

SPECIAL STAGE TIME

INFORMATIONTOTAL


(km 1+910 m pasando 3er. BUMP)

0.080

0.300

0.950

0.000 0.000

0.140 19.420

0.810 0.410

LENGTH DIRECTION

km 2 RIGHT 1 ! LONG

KM. 4 RIGHT 2 !! SHORT

1.940 0.250 LEFT FULL

RIGHT 2 !! SHORT

19.120

1.690 0.440 LEFT 3 !!! 18.680

1.250

2.390

18.280

17.980

RIGHT 1 ! WITH CREST

18.430

2.090 0.150

Km. 1.910 on Creel - Divisadero Road

20.290

0.400 0.320 TRIPLE LEFT FULL

0.300


TC 7

00:18'7 CREEL - DIVISADERO 1

19.970

0.080

0.140

NEXT REFERENCE

2.530 17.840LEFT FULL

1

1L

-7-

KM

KM

N 27° 43' 55.79"G P S W 107° 39' 14.49" 2,404 msnm


DAY 2, SECTION 7

PARTIAL

11 15.03

12 14.81

13 14.44

14 14.03

15 13.88

16 13.40

17 13.04

18 12.49

19 11.99

20 11.83

21 11.48

22 11.33

TOTAL

DOUBLE LEFT FULL

17.8402.530 0.140



LEFT FULL

RETRO

NEXT REFERENCE

6.230 0.150 LEFT 2 !! SHORTWITH ROUGH PAVEMENT 14.140

0.360

16.210

DOUBLE CREST FULL 15.850

4.160 0.480 LEFT 3 !!!

3.530 0.410 RIGHT 1 ! 16.840

CREST WITH RIGHT 3 !!! SHORT 16.690

5.070 0.550LEFT 2 !!

RIGHT 1 ! VERY LONGWITH ROUGH PAVEMENT

14.2906.080 0.350

RIGHT 1 !LEFT 1 !

WITH ROUGH PAVEMENT

5.570

15.300

14.8000.500 LEFT FULL

5.730 0.160

km 8 RIGHT FULL

14.640

4.520

3.680 0.150

km 5, LEFT SIDE 17.2503.120 0.370

2.750 0.220 17.620

11

1XL

KM

KM

1

2


DAY 2, SECTION 7

PARTIAL

22 11.33

23 11.14

24 10.89

25 10.53

26 10.32

27 10.13

28 9.79

29 9.57

30 9.36

31 9.06

32 8.76

33 8.60

RETRO

LEFT 1 !

6.230 0.150 LEFT 2 !! SHORTWITH ROUGH PAVEMENT

6.420 0.190

12.940

CREST WITH LEFT 2 !! SHORT 12.600


7.240 0.210

13.340

LEFT LONG 13.130

7.030

14.140

DIRECTION

13.950

TOTAL

LEFT 3 !!! WITH ROUGH PAVEMENT

RIGHT 3 !!!

6.670 0.250 RIGHT 3 !!! SHORT

RIGHT 2 !!WITH ROUGH PAVEMENT

13.700

INFORMATION

8.200 0.210

12.380

CREST FULL 12.170

0.220 LEFT 1 !Km. 10

7.770 0.340

LEFT 3 !!! SHORTWITH ROUGH PAVEMENT

RIGHT 2 !!WITH ROUGH PAVEMENT

0.360

ROAD SIGN "EL OJITO", RIGHT SIDE 8.800 0.300


LENGTH

7.990

11.870

11.570

NEXT REFERENCE

8.960 0.160 RIGHT 3 !!! SHORT 11.410

8.500 0.300 23

2

2

1

2

KM

3


DAY 2, SECTION 7

PARTIAL

33 8.60

34 8.14

35 7.89

36 7.70

37 7.54

38 7.44

39 7.27

40 7.14

41 6.84

42 6.49

43 6.08

44 5.75

INFORMATION

LEFT 4 !!!! SHORT

9.670 0.250

10.950

CREST WITH RIGHT FULL 10.700

9.420 0.460 RIGHT 1 !

8.960 0.160

RETRO

RIGHT 3 !!! SHORT 11.410

DIRECTION TOTAL

ROAD SIGN "SAN ELÍAS",LEFT 1 !

10.290 0.170

10.250

CREST FULL 10.080

10.120 0.100 LEFT FULL

10.020 0.160

10.510

BRIDGE 10.350

9.860 0.190

RIGHT 3 !! LEFT 3 !!!

RIGHT 4 !!!!8.890

km 13, LEFT SIDELEFT 3 !!! LONG

RIGHT 1 !

10.720 0.300

9.950

LEFT 1 ! 9.650

10.420 0.130

8.56011.810 0.330 LEFT 1 !

11.070 0.350

NEXT REFERENCE


LENGTH

11.480 0.410

9.300

3 43

3L

4

3

KM


DAY 2, SECTION 7

PARTIAL

44 5.75

45 5.70

46 5.59

47 5.28

48 5.08

49 4.97

50 4.51

51 4.36

52 4.08

53 3.72

54 3.52

55 3.39

RETRODIRECTION

11.860 0.050

11.810 0.330 LEFT 1 !

12.280 0.310

8.400

RIGHT 3 !!! LEFT 1 !

7.320

INFORMATION


TOTAL

8.560

km 16LEFT 4 !!!! SHORT

8.090

11.970 0.110 LEFT 1 ! VERY LONGKm. 14

7.890

LEFT RIGHT FULL

LEFT FULL7.780

RIGHT 1 ! 8.510

LEFT 1 ! 7.170

13.050

14.040 0.200

RIGHT 4 !!!!

km 15 LEFT SIDELEFT 2 !!

12.590 0.110

13.200 0.150

0.460

12.480 0.200

6.330

NEXT REFERENCE

14.170 0.130

LENGTH

6.89013.480 0.280

LEFT FULL WITH ROUGH PAVEMENT

RIGHT 1 !WITH ROUGH PAVEMENT

LEFT FULL

6.53013.840 0.360

RIGHT LEFT FULL 6.200

1

1XL

KM

KM

KM


DAY 2, SECTION 7

PARTIAL

55 3.39

56 3.02

57 2.78

58 2.54

59 2.31

60 1.95

61 1.79

62 1.67

63 1.42

64 1.04

65 0.77

66 0.56

15.020

4.760

0.240

15.250

RIGHT 4 !!!!LEFT 3 !!! SHORT

5.830

RIGHT LEFT FULL



TOTAL

14.170 0.130

RETRO

4.600

RIGHT 1 !LEFT 3 !!! WITH ROUGH PAVEMENT

RIGHT 1 !! 4.480

LEFT 1 !

LEFT RIGHT

NEXT REFERENCE

3.58016.790 0.270

0.21017.000

5.120

LEFT 1 !

15.890 0.120

0.230 RIGHT 2 !! SHORT LEFT FULL

LEFT 2 !! RIGHT 3 !!! LONG 3.85016.520 0.380

LEFT RIGHT 3 !!! VERY SLIPPERY

LEFT 3 !!! LONG VERY SLIPPERY WITH ROUGH PAVEMENT

15.770 0.160

15.610 0.360

5.590

RIGHT LEFT 1 ! RIGHT

5.350

14.780 0.240 RIGHT LEFT FULL

14.540 0.370

6.200

4.23016.140 0.250

km 19 RIGHT

LEFT 3 !!! DOUBLE3.370

3L

1

1

1

3 1

33KM


DAY 2, SECTION 7

PARTIAL

66 0.56

67 0.17

68 0.00

69

70

71

72

73

74

75


DISTANCE TO THE NEXT CONTROL "A" 160 m(Km. 22.540)

END OF SECTION

20.370 0.380



¡ CAUTION! HIGH BUMP

RAILROAD CROSSING HIGH BUMP

2.720


HAND TIME CARD TO OFFICER(km 20)

2.370

LEFT

17.390

18.000 0.350

17.650 0.090

TOTAL


(Km. 19 + 560)2.810

km 19 RIGHT

DOUBLE LEFT 3 !!!3.370


LENGTH INFORMATION

km 21 LEFT SIDE

km 22, RIGHT SIDE

19.030 0.860

RETRODIRECTION

0.390 2.980CREST WITH RIGHT 1 !

¡ CAUTION!BUMP

RAILROAD CROSSING BUMP

2.200

1.340

17.000 0.210

19.990 0.170

19.820 0.790

18.170 0.170

17.560 0.170

0.380

0.000

0.550

- 7 -

33KM

KM

KM

- 7 -

KM

N 27° 39' 32.52"G P S W 107° 45' 09.85" 2,253 msnm

- 8 -


DAY 2, SECTION 8

LENGTH

CH 9

AVERAGE

8.460 km. 70 k/h

PARTIAL

1 8.46

2 8.39

3 8.19

4 8.02

5 7.86

6 7.68

7 7.42

8 7.01

9 6.85

10 6.51

11 6.33

7.690

RETRO

8


TOTAL

SPECIAL STAGE TIME

CREEL - DIVISADERO 28 00:08'


TC 8 Km. 22.540 on Creel - Divisadero Road

9.30 km.Km. 32 on Creel - Divisadero Road

0.070

0.270 0.200

RIGHT FULL 9.230

1.040 0.260

0.180

0.000 0.000

0.070


(km 22.520) 9.300

CREST WITH LEFT 2 !! SHORT 8.700

LEFT 2 !! LONG 8.520

RIGHT 3 !!! LEFT 1 !

LEFT 1 ! VERY LONG 8.260

RIGHT 1 ! 7.850

0.600

1.450 0.410

NEXT REFERENCE

LEFT 1 ! 9.030

km 23, RIGHT 1 ! 8.860

7.350

7.170

1.950 0.340 LEFT 2 !!

2.130 0.180 CREST WITH LEFT FULL

1.610 0.160

0.440 0.170

0.160

0.780

1

-8-

KM

F

N 27° 38' 49.83"G P S W 107° 45' 43.74" 2,218 msnm

1


DAY 2, SECTION 8

PARTIAL

11 6.33

12 6.00

13 5.74

14 5.09

15 4.96

16 4.69

17 4.51

18 3.80

19 3.59

20 3.12

21 2.88

22 2.60

CREST WITH LEFT FULL

6.840

2.720 0.260 RIGHT 2 !! LONG 6.580

2.460 0.330 KM 25 LEFT SIDE



TOTALRETRO

7.170

5.930

3.500 0.130 RIGHT 1 !LEFT 2 !! SHORT 5.800

3.370 0.650ROAD SIGN "PITORREAL",

CAUTION!SCHOOL & HOUSES

NEXT REFERENCE

5.860

5.530

LEFT RIGHT FULL0.280 3.440

3.960

5.580 0.240 LEFT 2 !! RIGHT 3 !!! 3.720

2.130 0.180

3.950 0.180 RIGHT 2 !!CREST FULL 5.350

3.770 0.270

5.340 0.470LEFT 2 !!

RIGHT 3 !!!Km. 28

4.640

4.870 0.210 RIGHT FULL 4.430


LEFT 1 !

1

1

KM

KM

2L

F


DAY 2, SECTION 8

PARTIAL

22 2.60

23 2.44

24 2.22

25 2.05

26 1.83

27 1.28

28 0.97

29 0.82

30 0.47

31 0.26

32 0.10

33 0.00

8.200 0.210

NEXT REFERENCE

8.460 0.100


(Exit of curve LEFT 3 Km. 31+040)

RIGHT 2 !!

0.840

1.100

8.360 0.160 LEFT 3 !!! 0.940

2.120

7.490

RIGHT 1 !

2.890

6.630 0.220 RIGHT 2 !! LONG 2.670

6.410 0.170 RIGHT 2 !!Km. 29

3.280

0.310

6.240 0.220 LEFT 1 ! SHORT 3.060

6.020 0.160

7.180 0.550

5.860 0.280 LEFT RIGHT FULL


3.440

TOTAL

LEFT 1 !CREST WITH LEFT 1 !


km 30 1.810

7.640 LEFT 1 !0.150

CREST WITH LEFT 4 !!!! 1.3107.990 0.350

1.660

- 8 -

4

1

1

2

1

KM

KM


DAY 2, SECTION 8

PARTIAL

33 0.00

34

35

36



TOTAL

8.460 0.100


(Exit of curve LEFT 3 Km. 31+040) 0.840

0.600

8.720 0.020¡ CAUTION!

RAILROAD CROSSINGBUMP

0.580

9.300 0.580



8.700 0.240

CONTROL "C", BUMPMANDATORY STOP

HAND TIME CARD TO OFFICER(20 m. before of rail road, on bump)

0.000

DISTANCE TO THE NEXT CONTROL "A" 100 m(Km. 32)

END OF SECTION CRANES AT CD. CUAUHTEMOC 01 625 582 0408

- 8 -

- 9 -

N 27° 37' 42.08"G P S W 107° 48' 24.08" 2,365 msnm- 8 -


DAY 2, SECTION 9

LENGTH

CH 10

AVERAGE

11.450 km. 71 k/h

PARTIAL

1 11.45

2 11.44

3 11.32

4 10.97

5 10.85

6 10.53

7 10.40

8 10.03

9 9.85

10 9.41

11 9.00

INFORMATION


TC 9 Km. 32 On Creel - Divisadero

911.88 km. "U" turn at Divisadero.

LENGTH DIRECTION

9 CREEL - DIVISADERO 3

TOTAL

0.000


(km 32)

RETRO

0.000 11.880

2.040


0.180

0.440

NEXT REFERENCE

2.450 CREST

RIGHT 1 ! 10.460

CREST WITH RIGHT 1 ! 10.280

1.420 0.370

0.480

0.410

0.130 LEFT 1 ! SHORT 10.830

0.010

0.130

0.600 0.120 LEFT 2 !!

10.9600.920 0.320

LEFT 2 !! SHORT

0.120

0.350

11.8700.010

11.280

11.750

9.840

11.400

1.600

LEFT 2 !!

1.050

CREST WITH RIGHT

RIGHT 1 !

LEFT 1 RIGHT 3 !!!

9.430

KM

-9- N 27° 37' 17.30"G P S W 107° 48' 40.60" 2,360 msnm

3

1

1

2


DAY 2, SECTION 9

PARTIAL

11 9.00

12 8.86

13 8.51

14 8.21

15 7.88

16 7.56

17 7.10

18 6.74

19 6.49

20 6.13

21 5.97

22 5.74

CREST

km 38, LEFT FULL

TOTAL

0.350

RIGHT 2 !! 8.640

5.320

RIGHT FULL 6.4005.480 0.160

RETRO

8.940

0.300

0.360

3.240

0.410

km 37 RIGHT 1 ! LONG


CREST WITH RIGHT 1 !LEFT 3 !!!

8.310

2.940

LEFT FULL

2.590

LENGTH

7.990

9.290

9.430

km 35,LEFT 2 !! SHORT

LEFT FULL

RIGHT 2 !! SHORT

LEFT FULL

CREST WITH RIGHT FULL

INFORMATIONDIRECTION

7.530

2.450

7.170

6.170

6.920

0.230

4.960

0.140

3.570 0.330

3.890 0.320

4.710

5.710

6.5600.360 RIGHT 2 !! SHORTLEFT 2 !!

0.250

4.350 0.460

NEXT REFERENCE

3

KM

KM

2

1L

22

KM


DAY 2, SECTION 9

PARTIAL

22 5.74

23 5.47

24 5.30

25 5.18

26 4.91

27 4.64

28 4.41

29 4.16

30 3.96

31 3.76

32 3.54

33 3.28

DIRECTION INFORMATION RETROTOTAL

LENGTH

5.900

0.230 km 38, LEFT FULL5.710 6.170

0.270 LEFT 3 !!!

5.340

6.810

LEFT 3 !!! RIGHT 1 !

LEFT

4.840

0.170 LEFT FULL

0.270 RIGHT 1 ! 5.070

6.540 0.270

5.980

6.150


5.730

6.270 0.120 RIGHT 3 !!! LONG 5.610

4.390

4.1907.690 0.200

7.490 0.200 LEFT 1 !

3.710

7.290 0.250 RIGHT 1 ! 4.590

7.040 0.230 RIGHT 1 ! LEFT 2 !! WITH DIP.

7.910 0.220 RIGHT 3 !!!

WITH ROUGH PAVEMENTLEFT 3 !!! LONG

3.970

km 40, RIGHT 2 !! SHORT

NEXT REFERENCE

8.170 0.260 RIGHT

LEFT 3 !!! WITH ROUGH PAVEMENT

1

KM

KM

3

3

1

1 2

3


DAY 2, SECTION 9

PARTIAL

33 3.28

34 3.08

35 2.90

36 2.58

37 2.40

38 2.05

39 1.90

40 1.78

41 1.51

42 1.21

43 0.85

44 0.65


RETROTOTAL

RIGHT LEFT 3 !!!

WITH ROUGH PAVEMENT

LENGTH DIRECTION

3.330

8.870 0.320 CREST WITH RIGHT 2 !! 3.010

8.550 0.180LEFT 3 !!!

RIGHT LEFT 1 !

3.710

8.370 0.200 RIGHT 3 !!! 3.510

8.170 0.260

2.210

9.550 0.150 RIGHT 1 !

9.670 0.120km 42,

LEFT 2 !! RIGHT 1 !

2.830

9.400 0.350 LEFT 1 ! 2.480

9.050 0.180 LEFT 3 !!! IT CLOSES RIGHT

10.600 0.360 CREST WITH RIGHT 1 !Km. 43 1.280

10.240 0.300 LEFT FULL

9.940 0.270 RIGHT 1 !LEFT 2 !!

LEFT 2 !! SHORT 1.080

1.640

1.940

NEXT REFERENCE

10.800 0.200

2.330

1

1

KM

KM

3

3

3!

12


DAY 2, SECTION 9

PARTIAL

44 0.65

45 0.48

46 0.06

47 0.00

48

49

50



RETROTOTAL

0.490

11.450 0.060

CONTROL "B"END OF SPECIAL STAGE(Fin de curva RIGHT ) 0.430

11.390 0.420 RIGHT 2 !! SHORT

1.080

10.970 0.170 RIGHT 3 !!! LONG LEFT 4 !!!! LONG 0.910

10.800 0.200 LEFT 2 !! SHORT

0.000

CONTROL "CH - 10"ADVANCE OR DELAY ARE NOT PENALIZED


11.880 0.100

CONTROL "CH - 10"(Señal azules Hotel y Tren)

MANDATORY STOPHAND TIME CARD TO OFFICER

0.200

11.780 0.100


HAND TIME CARD TO OFFICER(km 44+110 m en entronque)

0.100

11.680 0.230 KM. 44BY THE LEFT

- 9 -

- 9 -

- 10 -

3L

KM

4L

N 27° 32' 26.19"G P S W 107° 49' 26.25" 2,267 msnm


DAY 2, SECTION 10

LENGTH

CH TC 11

AVERAGE

0 k/h

PARTIAL

1

2


TIME

0.220

DIRECTION TOTAL

SPECIAL STAGE

0.000 0.000

CONTROL "CH - 10" ENTRANCE TO DIVISADERO

(next to Señal Peatones)

INFORMATION

CH 10 "U" turn in Divisadero.

100.22 km.Km. 44 en . Divisadero - Creel.

RETRO

01:12'

LENGTH


section. Any time adjustment by the organizers will modify the time for the section.

AT THIS CONTROL ADVANCE OR DELAY ARE NOT PENALIZED


HAND TIME CARD TO OFFICER(AT JUNCTION)

0.000

END OF SECTION

0.220 0.220

IT IS RECOMMENDED TO PARK AS IT IS INDICATED IN THE SKETCH, ACCORDING TO THE ARRIVAL ORDER

TO AVOID AGGLOMERATION.ALL THE COMPETITORS ARE INVITED TO TAKE

PICTURES AND LOOK AT THE SIGHT SEEING OF THE BARRANCA FROM THE VIEWER, THEN COME INTO

THE HOTEL RESTAURANT WHERE THE LUNCH WILL BE SERVED, COURTESY OF THE ORGANIZATION.

DISTANCE TO THE NEXT CONTROL "A" 100 m

- 10 -

11

RAILROAD STATION

DIVISADEROHOTEL

VIEWER

PARKING LOT

BARRANCA DEL COBREBARRANCA DEL COBRE

23

45

10

1

- 11 -

N 27° 32' 13.20"G P S W 107° 49' 21.49" 2,239 msnm


DAY 2, SECTION 11

LENGTH

CH TC 12

AVERAGE

11.750 km. 75 k/h

PARTIAL

1 11.75

2 11.58

3 11.31

4 10.93

5 10.81

6 10.38

7 10.18

8 9.91

9 9.80

10 9.67

11 9.53

TC 11 Km 44 on Divisadero - Creel Road.


11 DIVISADERO - CREEL 1

1112.42 km.Km 32.5 On Divisadero - Creel Road.

TIME

0.170

SPECIAL STAGE

12.420


00:10'

RETRO

0.000 0.000


(Km. 44)

TOTAL LENGTH

11.9800.270

RIGHT 3 !!! LONGWITH BAD ROAD LEFT 2 !! LONGWITH BAD ROAD

LEFT 1 ! 12.2500.170

10.850

0.940

RIGHT 1 !0.820 0.380

0.440

1.570 0.200 RIGHT 1 ! LEFT FULL

11.480

1.370 0.430

0.120

RIGHT 1 !

10.470

LEFT 1 ! 10.580

1.950 0.110 RIGHT 1 !

1.840 0.270

11.050

11.600

10.340

LEFT FULLkm. 43

LEFT 2 !! SHORT2.080 0.130

NEXT REFERENCE

RIGHT FULL2.220 0.140 10.200

1

1

1

-11-

KM

KM

N 27° 32' 19.58"G P S W 107° 49' 24.58" 2,256 msnm

23


DAY 2, SECTION 11

PARTIAL

11 9.53

12 9.30

13 9.07

14 8.93

15 8.70

16 8.56

17 8.34

18 8.13

19 7.86

20 7.60

21 7.41

22 6.97

RETRO


CREST WITH RIGHT 2 !! LEFT 2 !! 9.600

3.620 0.210

9.230

9.010 RIGHT 2 !!

WITH BAD ROADLEFT FULL

3.190

9.740

2.450 0.230 LEFT RIGHT 2 !! LONG

2.680 0.230 LEFT 2 !!



TOTAL

9.970

10.200

3.890 0.270 LEFT 1 ! km. 40

3.410 0.220

3.050 0.230

0.140 LEFT 3 !!!WITH BAD ROAD

8.800

RIGHT 3 !!!

4.150 8.270

0.1402.820

4.340 0.190LEFT 1 !

RIGHT 2 !! LEFT 2 !! LONG

8.080

9.370

0.260 RIGHT 1 !

8.530

RIGHT 3 !!! LEFT 3 !!!

WITH BAD ROAD

NEXT REFERENCE

4.780 0.440 LEFT 2 !! RIGHT 2 !! 7.640

1

3 3

3

2

KM


DAY 2, SECTION 11

PARTIAL

22 6.97

23 6.79

24 6.58

25 6.30

26 6.19

27 5.90

28 5.73

29 5.54

30 5.14

31 4.92

32 4.79

33 4.68

RETROTOTAL

km. 39 LEFT 2 !!

RIGHT 3 !!! SHORT7.460

7.640LEFT 2 !! RIGHT 2 !!


LENGTH DIRECTION

7.2505.170 0.210 CREST WITH LEFT 3 !!! LONG

4.960 0.180

4.780 0.440

km 37, RIGHT SIDE

LEFT 2 !! RIGHT 3 !!! SHORT 6.400

5.850 0.290 RIGHT 1 !

INFORMATION

6.9705.450 0.280 RIGHT FULL

6.860

6.570

6.020 0.170

5.560 0.110 RIGHT 3 !!! SHORT

5.590

6.210

6.610 0.400 RIGHT 1 ! 5.810

6.210 0.190 LEFT 1 !

5.460

6.830 0.220 LEFT 2 !!

6.960 0.130

NEXT REFERENCE

7.070 0.110 RIGHT 3 !!! 5.3503

3

2 3KM

KM


DAY 2, SECTION 11

PARTIAL

33 4.68

34 4.51

35 4.17

36 3.85

37 3.42

38 3.17

39 2.83

40 2.52

41 2.22

42 1.85

43 1.72

44 1.56

RETRO

7.070 0.110 RIGHT 3 !!! 5.350



TOTAL

4.520

8.330 0.430 LEFT 1 ! 4.090

7.900 0.320 LEFT FULL CREST

5.180

7.580 0.340 CREST FULL RIGHT FULL 4.840

7.240 0.170 LEFT FULL WITH CREST

3.190

9.530 0.300 RIGHT 3 !!! SHORT 2.890


3.840

8.920 0.340 CREST WITH LEFT 1 ! 3.500


RIGHT 1 !KM. 35

2.390

9.900 0.370 LEFT 1 !

10.030 0.130 CREST FULL

LEFT 1 ! 2.230

2.520

10.190 0.160

NEXT REFERENCE

3

1

1

3

KM


DAY 2, SECTION 11

PARTIAL

44 1.56

45 1.36

46 1.22

47 1.06

48 0.82

49 0.59

50 0.29

51 0.00

52

53

54

¡ CAUTION!BUMP


CREST FULL

RETRO

10.190 0.160 LEFT 1 ! 2.230



TOTAL

0.190

12.420 0.190


HAND TIME CARD TO OFFICER(Vias + 190 aprox.)

0.000

12.230 0.180

0.670

12.050 0.300


(km 32)

0.370

11.750 0.290


HAND TIME CARD TO OFFICER(km. 32 + 350 m aprox )


DISTANCE TO THE NEXT CONTROL "A" 40 m.END OF SECTION

1.260

11.460 0.300 RIGHT FULLLEFT WITH CREST FULL 0.960

11.160 0.230 LEFT 1 !LEFT 2 !!

1.730

10.930 0.240 CREST WITH RIGHT 3 !!! SHORT 1.490

10.690 0.160 RIGHT 3 !!! SHORT

2.030

10.530 0.140 RIGHT 2 !! 1.890

10.390 0.200

- 11 -

21

3

2

- 11 -

N 27° 37' 17.30"G P S W 107° 48' 40.60" 2,360 msnm

- 12 -


DAY 2, SECTION 12

LENGTH

CH TC 13

AVERAGE

8.620 km. 75 k/h

PARTIAL

1 8.62

2 8.59

3 8.49

4 8.31

5 8.14

6 7.90

7 7.67

8 7.43

9 6.99

10 6.64

11 6.48

NEXT REFERENCE

2.140 0.160 DOUBLE RIGHT 1 !

1.190 0.240 CREST WITH LEFT 1 !

0.950 0.230 km. 30 LEFT SIDE

CREST WITH LEFT 3 !!! LONG

10.280

10.040

9.600

9.090

9.250

1.630 0.440

1.980 0.350 km 29, LEFT 1 !

10.750


(Marca en piso Km. 32.7 aprox.)11.230

11.200

11.100

10.920

10.510

0.480 0.170


CREST FULL

0.030 0.030 RIGHT 1 !KM. 31

0.310 0.180 RIGHT 2 !!

0.130 0.100 LEFT 1 !

11.23 km.Km. 20.360 on Creel - Bocoyna Road

SPECIAL STAGE TIME 00:09'12 DIVISADERO - CREEL 2

RETRO LENGTH

DIRECTION TOTAL

0.000 0.000

INFORMATION

12CHIHUAHUA - DIVISADERO - CHIHUAHUA

TC 12 Km 32.7 on Divisadero - Creel Road.

1

-12-

KM

KM

N 27° 37' 42.08"G P S W 107° 48' 24.08" 2,365 msnm

KM

1

3L

1


DAY 2, SECTION 12

PARTIAL

11 6.48

12 6.23

13 6.10

14 5.96

15 5.83

16 5.71

17 5.60

18 5.11

19 4.90

20 4.61

21 4.23

22 4.07

ROAD SIGN "PITORREAL", RIGHT SIDE

7.2204.010 0.290

CREST FULLKM. 27

¡ ATTENTION !CAUTION WITH THE NEXT CREST

4.390

6.680

CAUTION!! SLOWCREST WITH LEFT 3 !!!

(CURVE DOUG MOCKETT- JOE HARDING)

6.840

NEXT REFERENCE

4.550 0.160

0.380

RIGHT 2 !!

LEFT FULL

8.440

8.320LEFT 3 !!!

3.020 0.110

3.510 0.490

8.210

3.720 0.210 LEFT 1 !

7.720

7.510

LEFT 4 !!!! SHORT 8.570

RIGHT 2 !!

2.390 0.250 RIGHT 3 !!! SHORT 8.840

2.520 0.130

2.910 0.120

2.660 0.140

2.790 0.130 RIGHT 3 !!! SHORT



8.710

RETROTOTAL

2.140 0.160 DOUBLE RIGHT 1 ! 9.090

3

2

4

3

2


DAY 2, SECTION 12

PARTIAL

22 4.07

23 3.97

24 3.84

25 3.72

26 3.12

27 2.50

28 2.03

29 1.68

30 1.48

31 1.15

32 0.86

33 0.73

LEFT 1 !

7.140 0.200 RIGHT 1 ! TO 2 !! LONG

4.290

4.090

3.7607.470 0.330 RIGHT 2 !! LONG

7.760

3.340

RIGHT 2 !! 3.470

NEXT REFERENCE

7.890 0.130

0.290

6.120 0.620

4.900 0.120

5.500 0.600 CREST WITH LEFT 2 !! LONG

RIGHT 2 !! LEFT 4 !!!!

LEFT 2 !!

5.730

5.110KM. 25 RIGHT

CREST WITH RIGHT 4 !!!!

6.590 0.470

6.940 0.350

4.640


6.450

RETROTOTAL

4.550 0.160 ROAD SIGN "PITORREAL", RIGHT SIDE 6.680

LEFT FULL 6.330

RIGHT

4.650 0.100 RIGHT 1 ! 6.580

4.780 0.130


2

1 A 2 L

2L

4

4

1

KM


DAY 2, SECTION 12

PARTIAL

33 0.73

34 0.54

35 0.32

36 0.00

37

38

39

40

41

42

43

0.000


11.230 0.270


HAND TIME CARD TO OFFICER(km 20 + 270 aprox.)


9.080 0.090

¡ CAUTION!BUMP


8.990 0.020


HAND TIME CARD TO OFFICER(km. 22 + 020 m.)

2.240

2.150

0.440

0.270

10.790 1.710

10.960 0.170 KM. 20 LEFT SIDE.

¡ CAUTION!HIGH BUMP

RAILROAD CROSSING HIGH BUMP

8.620 0.320


(km 23 + 600 m aprox.)

8.300 0.220 DOUBLE LEFT FULL 2.930

2.610

2.470

2.260

8.760 0.140

8.970 0.210 KM. 22 INVERTED LEFT SIDE

CREST WITH LEFT 1 !



TOTAL

7.890 0.130 LEFT 1 ! 3.340

8.080 0.190 RIGHT 1 ! 3.150

- 12 -

- 12 -

KM

KM

- 13 -

1

1

N 27° 38' 49.83"G P S W 107° 45' 43.74" 2,218 msnm


DAY 2, SECTION 13

LENGTH

CH TC 14

AVERAGE

17.200 km. 72 k/h

PARTIAL

1 17.20

2 17.08

3 16.67

4 16.32

5 16.14

6 15.94

7 15.83

8 15.66

9 15.55

10 15.48

11 15.33

00:18'13 DIVISADERO - CREEL 3

LENGTH INFORMATION

TIME

21.730

20.360

20.010


TC 13 Km 20.360 on Divisadero - Creel Road.

0.200 RIGHT 2 20.470

1.370 0.110CAUTION !!!

RIGHT 1 ! TO 5 !!!!! VERY SLIPPERY WITH BAD ROAD

20.080

21.73 km.Service at Garden in Creel.

SPECIAL STAGE

20.6700.180LEFT 2 !!

LEFT 4 !!!!WITH BAD ROAD

0.410 RIGHT 3 !!! WITH

RIGHT 4 !!!! SHORT

CONTROL "A - TC 13" (HELMETS)START OF SPECIAL STAGE(Marca en piso Km. 20 + 360)

21.200

RETROTOTAL

1.260

1.060

0.000 0.000

1.540

DIRECTION

0.120 0.120 LEFT WITH CREST 21.610

0.350 DOUBLE LEFT 1 ! RIGHT FULL 20.8500.880

0.530

13

RIGHT FULL

0.170LEFT 3 !!!

VERY SLIPPERY20.190

1.720 0.070 LEFT 2 !! RIGHT 3 !!!

1.650 0.110

1.870 LEFT RIGHT FULL

NEXT REFERENCE

19.8600.150

2

3

1 A 5

-13- N 27° 39' 30.20"G P S W 107° 45' 07.90" 2,252 msnm

2 3


DAY 2, SECTION 13

PARTIAL

11 15.33

12 14.82

13 14.77

14 14.59

15 14.44

16 14.20

17 13.77

18 13.58

19 13.32

20 13.03

21 12.73

22 12.53

19.120

18.300

18.110

1.870

2.760

2.610

3.430

3.000

3.880

3.620

2.430

2.380


LENGTH DIRECTION

TOTAL

RIGHT FULL

RETRO

0.150 LEFT RIGHT FULL 19.860

19.350

INFORMATION

0.510

RIGHT 1 !WITH BAD ROAD

LEFT RIGHT FULL

0.190LEFT 1 ! WITH BAD ROAD

RIGHT 2 !! SHORT km. 16 LEFT SIDE

17.560

0.260 RIGHT FULL 17.850

RIGHT LEFT 2 !! SHORT 19.300

0.430

0.150 LEFT RIGHT FULL

LEFT FULL RIGHT 2 !! SHORT

LEFT 2 !!

0.180

18.970

0.240

LEFT RIGHT FULL

18.730

0.050

4.470 0.300

NEXT REFERENCE

4.670 0.200 RIGHT 1 ! 17.060

17.260


LEFT 1 !WITH BAD ROAD

1

2

2

KM

2


DAY 2, SECTION 13

PARTIAL

22 12.53

23 12.16

24 11.92

25 11.73

26 11.60

27 11.26

28 11.07

29 10.92

30 10.74

31 10.44

32 10.18

33 9.89

5.600

5.470

0.370

6.130

5.940

4.670

5.280

5.040



TOTAL

0.240

0.130 RIGHT 1 ! VERY LONG 16.130

0.190 RIGHT 1 ! LEFT 2 !!

LEFT 4 !!!! 16.450

RIGHT LEFT

RIGHT FULL

16.260

RETRO

0.200 RIGHT 1 ! 17.060

16.690

15.450

6.460 0.180 LEFT RIGHT LONG 15.270

6.280 0.150 LEFT 1 !

15.790

0.190 LEFT 3 !!! RIGHT 1 ! 15.600

0.340 LEFT RIGHT 1 !

14.970

7.020 0.260 RIGHT 1 ! 14.710

6.760 0.300 km 13 INVERTED LEFT SIDE

NEXT REFERENCE

7.310 0.290 RIGHT 1 ! 14.420

1

KM

1XL

13

1

1

1


DAY 2, SECTION 13

PARTIAL

33 9.89

34 9.51

35 9.28

36 9.11

37 8.86

38 8.61

39 8.38

40 8.07

41 7.68

42 7.45

43 7.18

44 6.75

RETRO

7.310 0.290 RIGHT 1 ! 14.420



TOTAL

13.640

8.340 0.250 LEFT 2 !! SHORT 13.390

8.090 0.170 CREST WITH LEFT 1

14.040

7.920 0.230 RIGHT 3 !!! SHORT 13.810

7.690 0.380 RIGHT 1 !AND BRIDGE WITH JUMP

12.600

9.520 0.390 CREST FULL 12.210

9.130 0.310

LEFT 2 !! WITH BAD ROAD

RIGHT 1 !WITH BAD ROAD

13.140

8.820 0.230 LEFT 4 !!!! 12.910

8.590 0.250 ROAD SIGN "EL OJITO", RIGHT SIDE

11.980

10.020 0.270 RIGHT 2 !!

WITH CREST FULLWITH LEFT FULL

11.710

9.750 0.230 km. 10 RIGHT 1 !

NEXT REFERENCE

10.450 0.430 CREST WITH RIGHT 2 !! 11.280

4

KM

1

3

1

1

2


DAY 2, SECTION 13

PARTIAL

44 6.75

45 6.52

46 6.27

47 5.83

48 5.66

49 5.45

50 5.20

51 4.94

52 4.80

53 4.47

54 3.90

55 3.61

RETRO

10.450 0.430 CREST WITH RIGHT 2 !! 11.280



TOTAL

10.360

11.540 0.170 RIGHT 2 !! SHORTWITH BAD ROAD 10.190

11.370 0.440 RIGHT 1 !

11.050

10.930 0.250LEFT 2 !! WITH BAD ROAD

RIGHT LEFT FULL

10.800

10.680 0.230LEFT 4 !!!!

RIGHT 3 !!!WITH BAD ROAD

9.470

12.400 0.140 LEFT 2 !! VERY LONGIT CLOSES WITH BAD ROAD 9.330

12.260 0.260 RIGHT FULLWITH BAD ROAD

9.980

12.000 0.250CREST WITH RIGHT 2 !! SHORT

WITH BAD ROADLEFT 1 ! SHORT

9.730

11.750 0.210 km. 8 L.S. LEFT FULL

9.000

13.300 0.570 DOUBLE CREST FULL 8.430

12.730 0.330 RIGHT FULL

13.590 0.290 RIGHT 4 !!!! SHORT 8.140

NEXT REFERENCE

KM

2

3

1

2XL

4

1


DAY 2, SECTION 13

PARTIAL

55 3.61

56 3.16

57 2.93

58 2.59

59 2.48

60 2.19

61 1.77

62 1.57

63 1.19

64 0.73

65 0.35

66 0.20

RETRO

13.590 0.290 RIGHT 4 !!!! SHORT 8.140



TOTAL

7.120

14.720 0.110 km 5, RIGHT SIDE 7.010

14.610 0.340 RIGHT FULL

7.690

14.270 0.230 LEFT FULL 7.460

14.040 0.450 LEFT 2 !! SHORT

0.380 RIGHT 2 !! LONG 5.720

15.630 0.200 LEFT 3 !!! SHORT

6.720

15.430 0.420 CREST 6.300

15.010 0.290 CREST WITH RIGHT FULL DOUBLE

LEFT 3 !!! SHORT 4.730

5.260

16.850 0.380 RIGHT 3 !!! SHORT 4.880


6.100

16.010

NEXT REFERENCE

17.000 0.150

KM

4

1

3


DAY 2, SECTION 13

PARTIAL

66 0.20

67 0.04

68 0.00

69

70

71

72

73

74

75

76

73

4.570

17.200 0.040


(km 3 + 500 m aprox.)4.530

17.160 0.160 RIGHT 1 !

RETRO

17.000 0.150 LEFT 3 !!! SHORT 4.730



TOTAL

3.870

19.690 0.390 ROUNDABOUT,TO THE LEFT TO CREEL 2.040

17.860 0.010 BUMPS (3)km. 1

4.470

17.850 0.590

CONTROL "C" MANDATORY STOP

HAND TIME CARD TO OFFICER(km. 2 + 140 m aprox antes del tope)

3.880

17.260 0.060 RIGHT FULLLEFT 2 !! LONG

1.430

19.300 1.440GAS STATION, LEFT SIDE

(PREMIUM)NEXT GAS STATION AT 2 Km.

2.430

20.300 0.280 BY THE LEFT.

1.810

20.020 0.100ROAD SIGN "CREEL", RIGHT SIDE

STRAIGHT AHEAD TO "CENTRO DE CREEL"

1.710

19.920 0.230 km 92, LEFT SIDEBUMP

NEXT REFERENCE

20.980 0.680 RAILROAD CROSSING 0.750

- 13 -

- 13 -

KM

KM

N 27° 43' 53.99"G P S W 107° 39' 33.69" 2,455 msnm

1


DAY 2, SECTION 13

PARTIAL

73

74

63

21.730 0.150CONTROL "CH 14"AT THE ENTRANCE

TO SERVICE AT THE GARDEN0.000

0.15021.580 0.600 STRAIGHT AHEAD

RETRO

20.980 0.680 RAILROAD CROSSING 0.750



TOTAL

CONTROL "CH14"ENTRANCE TO THE SERVICE

ADVANCE OR DELAY ARE NOT PENALIZEDCRANES AT CD. CUAUHTEMOC 01 625 582 0408

- 14 -


DAY 2, SECTION 14

LENGTH

CH 15

AVERAGE

0 k/h

PARTIAL

1

2


CH 14

SPECIAL STAGE

DIRECTION

Service at the Garden in Creel.

TOTAL

0.0000.000 0.000 CONTROL "CH - 14"ENTRANCE TO THE SERVICE

140.00 km.

00:50'

Service at the Garden in Creel.

TIME

LENGTH

END OF SECTION

THIS IS PASSAGE CONTROL, ADVANCE OR DELAY ARE NOT P ENALIZED

INFORMATION RETRO

0.000CONTROL "CH - 15"EXIT OF SERVICE

NEXT GAS STATION AT 1 Km.0.000

THERE IS NO EXIT CONTROL, ADVANCED OR DELAYED PASSI NG IS NOT PENALIZED


section. Any time adjustment by the organizers will modify the time for the Service.

0.000

- 14 -

- 15 -

N 27° 45' 09.46"G P S W 107° 38' 02.76" 2,348 msnm

GARDEN

KIOSK

SERVICE

SERVICE S

ERVICE

SERVICE


DAY 2, SECTION 15

LENGTH

CH TC 16

AVERAGE

26 k/h

PARTIAL

1

2

3

4

5

6

7

8

9

0.810

BUMP

0.120 0.120 BUMPS (2). 2.040

0.600 0.480 BUMP 1.560

0.800 0.200 UNDER THE RAILROAD BRIDGE. 1.360

0.830 0.030 KEEP BY THE LEFT.

1.430 0.080 0.730

1.330

1.120 0.290 STOP JUNCTION,KEEP BY THE RIGHT. 1.040

1.350 0.230

STOP, JUNCTION WITH ROADKEEP BY THE RIGHT.

GAS STATION, L.S. (PREMIUM)NEXT GAS STATION AT 33 Km.

0.000



2.160 0.730


HAND TIME CARD TO OFFICER(km 89 + 890 aprox.)

15 Service at the Garden in Creel.

2.16 km.Km. 88 On Creel - Bocoyna Road

0.000 0.000 CONTROL "CH - 15"EXIT OF THE SERVICE. 2.160

15


TOTALRETRO


CH

00:05'SPECIAL STAGE

TIME

- 15 -

ALTO

- 16 -


DAY 2, SECTION 16

LENGTH

CH TC 17

AVERAGE

11.140 km. 66 k/h

PARTIAL

1 11.14

2 10.97

3 10.77

4 10.60

5 10.22

6 10.09

7 9.87

8 9.53

9 9.31

10 9.18

11 9.06

RETRO

39.890


0.000


16

0.000


(km 88 + 020)

TOTAL

39.720

0.370 0.200 LEFT 39.520

SPECIAL STAGE TIME 00:36'16 CREEL - BOCOYNA

TC 16 Km. 88 On Creel - Bocoyna Road

39.89 km.Km 49.6 San Juanito-Cd Cuauhtemoc Road

0.540 0.170 LEFT 2 !! RIGHT 1 !

38.840

1.270 0.220 RIGHT LEFT 1 ! 38.620

0.170 0.170 RIGHT 1

39.350

0.920 0.380 LEFT ON CRESTKM. 87 38.970

1.610 0.340 RIGHT 2 !! LONG

1.960 0.130 KM 86 L. S.

1.050 0.130 RIGHT LEFT 1 !

38.280

1.830 0.220 LEFT 1 ! 38.060

37.930

RIGHT 1 ! 37.810

NEXT REFERENCE

2.080 0.120

2 1

-16-

KM

N 27° 46' 18.19"G P S W 107° 38' 23.67" 2,384 msnm

KM


DAY 2, SECTION 16

PARTIAL

11 9.06

12 8.70

13 8.41

14 8.25

15 7.92

16 7.67

17 7.51

18 7.23

19 7.13

20 6.90

21 6.52

22 6.25

37.810

2.440 0.360 RIGHT 37.450

2.080 0.120 RIGHT 1 !



TOTAL

36.670

3.470 0.250 RIGHT 2 !! 36.420

3.220 0.330 RIGHT 3 !!! LONGLEFT 1 !

37.160

2.890 0.160 km 85, RIGHT SIDE LEFT 2 !! LONG 37.000

2.730 0.290 RIGHT 2 !!

35.880

4.240 0.230LEFT

RIGHT 1 !LEFT FULL

35.650

4.010 0.100 RIGHT 3 !!!

LEFT - RIGHT LEFT FULL

36.260

3.910 0.280 RIGHT - LEFT 1 ! 35.980

3.630 0.160LEFT 2 !! RIGHT

LEFT 3 !!!

35.2704.620 0.380 RIGHT 1 ! A 3 !! SHORTLEFT 2 !!

NEXT REFERENCE

4.890 0.270 RIGHT 1 ! 35.000

3

1

2

3L

2L

KM

1 A 3


DAY 2, SECTION 16

PARTIAL

22 6.25

23 6.18

24 6.15

25 5.85

26 5.74

27 5.54

28 5.29

29 5.03

30 4.87

31 4.22

32 3.85

33 3.46

35.000

4.960 0.070 KM. 83 34.930

4.890 0.270 RIGHT 1 !



TOTAL

34.490

5.600 0.200 RIGHT FULLLEFT 2 !! 34.290

5.400 0.110 RIGHT 1 ! LEFT FULL

34.900

5.290 0.300 LEFT 2 !! 34.600

4.990 0.030 LEFT FULL RIGHT 1 ! A 2 !! SHORT

33.620

6.920 0.650KM. 81

LEFT 3 !!! RIGHT 1 !

32.970

6.270 0.160 ROAD SIGN "CHOGUITA", RIGHT SIDE

34.040

6.110 0.260 CREST WITH LEFT 1 ! 33.780

5.850 0.250 RIGHT 2 !!km 82, LEFT SIDE

32.600

NEXT REFERENCE

7.680

7.290 0.370 RIGHT LEFT

RIGHT FULL

0.390 LEFT 2 !! 32.210

3 1

2

1

KM

KM

1 A 2

KM


DAY 2, SECTION 16

PARTIAL

33 3.46

34 3.29

35 2.98

36 2.86

37 2.63

38 2.29

39 2.16

40 1.68

41 1.48

42 1.19

43 0.96

44 0.79

32.210

7.850 0.170 LEFT 1 ! RIGHT 2 !! VERY LONG 32.040

7.680 0.390



TOTAL

LEFT 2 !!

31.380

8.850 0.340 km 79, RIGHT SIDE 31.040

8.510 0.230LEFT 2 !!

RIGHT 1 ! RIGHT 1 !

31.730

8.280 0.120 LEFT 2 !! RIGHT 2 !! LONG 31.610

8.160 0.310 LEFT RIGHT FULL

CREST FULL

30.230

9.950 0.290 RIGHT 1 ! 29.940

9.660 0.200 LEFT 2 !!KM. 78

30.910

9.460 0.480 RIGHT 2 !! 30.430

8.980 0.130 RIGHT 2 !!LEFT 3 !!! LONG

NEXT REFERENCE

10.180 0.230

10.350 0.170 LEFT 3 !!! LONG 29.540

29.710

3L

1

3L

2

2 2L

2XL1

KM

2

KM


DAY 2, SECTION 16

PARTIAL

44 0.79

45 0.42

46 0.30

47 0.09

48 0.00

49

50

51

52

53

54

55

20.590 8.000 KM. 67 19.300

CREST WITH RAILROAD CROSSING 16.950

29.540

10.720 0.370 LEFT 1 ! 29.170

10.350 0.170 LEFT 3 !!! LONG



TOTAL

BUMPS (2) 27.300

12.240 0.750 BRIDGE

28.750

11.490 0.350


HAND TIME CARD TO OFFICER(Junto a 1ra. Señal de flecha)

28.400

11.140 0.090


(Km 77 + 290 m. aprox.)

29.050

11.050 0.210 RIGHT FULL 28.840

10.840 0.120 km 77.

12.380KM. 61 INVERTED R.S.27.510 4.570

NEXT REFERENCE

27.870 0.360 BUMP 12.020

22.940 2.350

27.650

12.590 0.350

- 16 -

- 16 -

KM

KM

N 27° 49' 41.49"G P S W 107° 35' 33.12" 2,232 msnm

KM

3L


DAY 2, SECTION 16

PARTIAL

55

56

57

58

59

60

61

62

63

64

65

66

31.660 1.850

GAS STATION, RIGTH SIDE(PREMIUM)

NEXT GAS STATION AT 73 Km.BUMP.

8.230

BUMPS (4). 11.360

28.430 0.070 TO THE RIGHT TOSAN JUANITO

10.08029.810 0.100 BUMPS (10)



10.510

29.710 0.330 TRAFFIC LIGHT, STRAIGHT AHEAD. 10.180

29.380 0.850 TO THE LEFT TO CHIHUAHUA - CUAUHTÉMOC BY AV. JUÁREZ

11.460

11.640

28.360 0.110GAS STATION, LEFT SIDE

(PREMIUM)NEXT GAS STATION AT 3 Km.

11.530

27.870 0.360 BUMP

LENGTH DIRECTION

TOTALINFORMATION

BUMP 28.250 0.380


4.980 KM. 50 LEFT SIDE

KM. 55 6.40033.490 1.830

1.420

28.530 0.100

RETRO

0.000

38.470

12.020

39.890 1.420


HAND TIME CARD TO OFFICER(km 49.4 aprox Let "Sahuereachi" inv)

KM

KM

- 17 -


DAY 2, SECTION 17

LENGTH

CH TC 18

AVERAGE

14.010 km. 80 k/h

PARTIAL

1 14.01

2 13.93

3 13.40

4 13.16

5 12.86

6 12.57

7 12.24

8 11.94

9 11.68

10 11.38

11 11.09

LEFT

LEFT 2 !!

17.340

LEFT 2 !! LONG

0.000

0.290 KM. 47CREST WITH LEFT FULL

0.300 17.630

18.780

18.170LEFT 1 !


(Km. 49 + 600 m.)

17.9300.240


TC 17 Km 49.6 San Juanito-Cd Cuauhtemoc Road

1718.78 km.

RETRO LENGTH

DIRECTION

1.440

INFORMATION

0.850

00:14'17 SAN JUANITO - CUAUHTEMOC 1

SPECIAL STAGE TIME

TOTAL

0.000

Km 30.350 San Juanito - Cd Cuauhtemoc Road

18.700

0.610 0.530

0.080 0.080 LEFT 1 ! LONGKm. 48 LEFT SIDE

RIGHT 1 !

1.150

2.070 0.300

1.770 0.330 RIGHT 4 !!!! LONG 17.010

16.710

0.260 16.450

16.1502.630 RIGHT FULL

2.330

0.300

0.290 RIGHT 4 !!!!

NEXT REFERENCE

2.920 15.860

-17-

KM

KM

N 28° 03' 34.23"G P S W 107° 35' 49.52" 2,527 msnm

1L

4L


DAY 2, SECTION 17

PARTIAL

11 11.09

12 10.85

13 10.57

14 10.12

15 9.89

16 9.63

17 9.20

18 8.90

19 8.69

20 8.40

21 8.03

22 7.74

13.970

5.110 0.300 RIGHT 1 ! 13.670

4.810 0.430 LEFT FULL

LEFT 2 !! SHORT RIGHT 1 !


.DIRECTION

0.230

INFORMATIONTOTAL

LEFT RIGHT 1 !

13.460

5.610 0.290 LEFT 1 ! 13.170

5.320 0.210 LEFT 2 !!

NEXT REFERENCE

6.270

2.920 0.290 RIGHT 4 !!!! 15.860

RETRO

15.340

3.160 0.240

14.890 RIGHT 3 !!! SHORTWITH DIP3.890 0.450

15.620

3.440 0.280 RIGHT KM. 45LEFT

5.980 0.370 CREST WITH RIGHT 1 ! 12.800

12.510

14.660

4.380 0.260 LEFT FULL DOUBLE 14.400

4.120

0.290 LEFT 1 !

1

KM

1

1

1

3


DAY 2, SECTION 17

PARTIAL

22 7.74

23 7.55

24 7.18

25 6.79

26 6.53

27 6.31

28 6.07

29 5.49

30 4.92

31 4.47

32 4.28

33 4.01

9.240

9.090 0.570 RIGHT 2 !! LEFT 1 !

LEFT 2 !! DOUBLE 10.840

8.520 0.580 RIGHT 1 ! 10.260

7.940 0.240

RETRO


LENGTH DIRECTION

9.690

9.540

TOTAL

CREST RIGHT 1 !

12.510

INFORMATION

0.450

11.300

7.700 0.220 CREST WITH RIGHT 1 ! 11.080

7.480 0.260

11.560

6.830 0.370

6.270 0.290

6.460 12.320

LEFT 1 !

11.950

km 41, RIGHT SIDE

0.190 KM. 42 RIGHT FULL

LEFT 1 !

0.270 CREST WITH LEFT FULL

LEFT FULL

7.220 0.390

9.730 0.190 LEFT WITH CREST FULL 9.050

8.780

NEXT REFERENCE

10.000

KM

KM

1

1

1

1

2


DAY 2, SECTION 17

PARTIAL

33 4.01

34 3.69

35 3.22

36 2.89

37 2.54

38 2.16

39 1.67

40 1.52

41 1.07

42 0.74

43 0.55

44 0.15

5.840

13.270 0.330 RIGHT LEFT 1 ! 5.510


LEFT 2 !! 6.440

12.490 0.150 BRIDGE RIGHT 3 !!! 6.290

12.340 0.490

RETROTOTAL


7.310

11.850 0.380 LEFT FULL RIGHT 2 !! 6.930

11.470 0.350 KM. 37LEFT 3 !!! SHORT

7.990

11.120 0.330 RIGHT 2 !! 7.660

10.790 0.470 CREST FULL

8.780

10.320 0.320

13.460 0.190


LENGTH

km 35, RIGHT SIDE

RIGHT 1 ! 8.460

10.000 0.270 CREST WITH LEFT FULL

5.320

NEXT REFERENCE

13.860 0.400 RIGHT 1 ! 4.920

KM

KM

2

3

3

1


DAY 2, SECTION 17

PARTIAL

44 0.15

45 0.00

46

47

48

49

50

51

52




HAND TIME CARD TO OFFICER(km 30+380 m frente a let Inv R Blanco)

18.400

4.640

0.750

0.380

1.220

KM. 30 LEFT SIDE

18.780

4.430

4.310

14.350 0.210


HAND TIME CARD TO OFFICER(Km. 34)

0.000

14.470

0.380

INFORMATION

18.030 0.470

TOWN.ROAD SIGN: "RANCHO BLANCO"17.560

BUMPS (2).

RETRO LENGTH

DIRECTION

3.090

0.120

VILLAGE


(Km 35 + 500 m. aprox.)4.770

13.860 0.400 4.920 RIGHT 1 !

0.370


TOTAL

14.010 0.150


- 18 -

KM

1L

N 28° 07' 39.38"G P S W 107° 30' 34.76" 2,220 msnm- 17 -

- 17 -


DAY 2, SECTION 18

LENGTH

CH F

AVERAGE

11.920 km. 92 k/h

PARTIAL

1 11.92

2 11.72

3 11.37

4 11.26

5 10.85

6 10.38

7 10.21

8 9.65

9 9.31

10 9.03

11 8.80


(Km. 30 + 480)


0.000 0.000

LENGTH DIRECTION

0.550 0.350 km 29.

1.070 0.410 RIGHT 1 ! RIGHT FULL

18SPECIAL STAGE

TIME 02:10'

199.050

0.660 0.110 LEFT FULL RIGHT 1 ! 198.940

0.200 0.200 LEFT 1 ! LONGWITH CREST 199.400

TC 18 Km 30.480 in San Juanito - Cd Cuauhtemoc Road

199.60 km.Intermediate goal at Hotel "SOBERANO" at Chihuahua

199.600

18 SAN JUANITO - CUAUHTEMOC 2

RETRO

198.530

198.0601.540 0.470 km 28, LEFT SIDELEFT FULL

0.170 RIGHT 1 !

INFORMATIONTOTAL

196.990

197.890

2.270 0.560 LEFT 3 !!! LONG 197.330

1.710

196.710

2.610 0.340 LEFT FULL

2.890 0.280 LEFT 2 !!

196.4803.120 0.230 RIGHT FULL

NEXT REFERENCE

1

-18-

KM

KM

N 28° 09' 22.72"G P S W 107° 28' 58.98" 2,188 msnm

1

3L

2

1L


DAY 2, SECTION 18

PARTIAL

11 8.80

12 8.52

13 8.06

14 7.43

15 6.70

16 5.78

17 5.52

18 5.35

19 5.13

20 4.92

21 4.42

22 4.10

INFORMATION


TOTAL

196.200

3.860 0.460LEFT 1 WITH CREST FULL

LEFT 1 ! RIGHT 2 !!

195.740

3.400 0.280

RETRO

3.120 0.230 RIGHT FULL 196.480

LENGTH DIRECTION

km 25, RIGHT SIDE LEFT 2 !!

193.460

6.400 0.260 km 23, RIGHT SIDE 193.200

6.140 0.920

RIGHT 3 !!! LONGLEFT 1 !

195.110

5.220 0.730 RIGHT 2 !! WITH CREST FULL 194.380

4.490 0.630

192.600

7.500 0.500 KM. 22 LEFT SIDE 192.100

7.000 0.210 LEFT 1 !

CREST FULL

CREST WITH LEFT 3 !!! LONG

193.030

6.790 0.220 RIGHT 2 !! 192.810

6.570 0.170

NEXT REFERENCE

7.820 0.320CREST WITH

RIGHT 4 !!!! LONGLEFT 3 !!! LONG

191.780

1

KM

KM

KM

3L

2

3L

2

4L 3L


DAY 2, SECTION 18

PARTIAL

22 4.10

23 3.46

24 3.33

25 3.09

26 2.77

27 2.43

28 2.24

29 2.04

30 1.67

31 1.46

32 1.18

33 0.54


TOTAL

191.140

8.590 0.130 BRIDGE 191.010

8.460 0.640

RETRO

7.820 0.320CREST WITH

RIGHT 4 !!!! LONGLEFT 3 !!! LONG

191.780

LENGTH DIRECTION

NEXT REFERENCE

RIGHT 3 !!! SHORT

190.770

9.150 0.320 LEFT 2 !! VERY LONG 190.450

8.830 0.240

0.370 RIGHT 1 ! 189.350

9.880 0.200

RIGHT 2 !! VERY LONG

190.110

9.680 0.190 LEFT 1 ! 189.920

9.490 0.340

LEFT 1 !

11.380 0.640

INFORMATION

189.140

10.740 0.280 CREST WITH RIGHT 3 !!! LONG 188.860

10.460 0.210

LEFT 1 !


RIGHT 2 !!Km. 20

189.720

10.250

3

KM

KM

4L 3L

2

1

L


DAY 2, SECTION 18

PARTIAL

33 0.54

34 0.44

35 0.00

36

37

38

39

40

41

42

43

44

km 13


LENGTH DIRECTION

TOTALINFORMATION

RIGHT 3 !!!

28.290 4.110 km 1 171.310

170.600

29.300 0.300 170.300

175.4207.730


(km 18 + 490 m aprox.)

187.000

3.850 183.150

12.600 0.680

11.920 0.440 187.680


HAND TIME CARD TO OFFICER(km 17)

16.450

169.850

43.280

188.12011.480 0.100 LEFT 2 !!

RETRO

11.380 0.640 km 18, LEFT SIDE 188.220

24.180 DE FRENTE.

13.530 MARKER Km. 153 156.320

29.750 0.450! CAUTION¡LEFT 4 !!!!

VERY DANGEROUS

29.000 0.710

STOP, CAUTION!,TO THE RIGHT TO

"CD. CUAUHTEMOC"

NEXT REFERENCE

45.920 2.640 GAS STATION LEFT SIDE.NEXT GAS STATION AT 37 Km. 153.680

- 18 -

KM

KM

KM

3

ALTO

2

N 28° 14' 36.79"G P S W 107° 29' 11.88" 2,287 msnm- 18 -

KM


DAY 2, SECTION 18

PARTIAL

44

45

46

47

48

49

50

51

52

53

54

55

RETRO

153.570

46.960 0.930 MEDIAN STRIP BEGINS. 152.640

46.030 0.030 CAUTION!, DANGEROUS CROSSROADSTO THE RIGHT TO "CHIHUAHUA"

153.680

46.000 0.080 DOUBLE ROAD SIGN:"CUAUHTEMOC - CHIHUAHUA" 153.600

45.920 2.640 GAS STATION LEFT SIDE.NEXT GAS STATION AT 37 Km.

151.600

72.250 24.250 CAUTION,

3 KM. OF POSSIBLE WORK ZONETWO WAY

127.350

48.000 1.040 STRAIGHT AHEAD TO "CHIHUAHUA"


LENGTH DIRECTION

TOTALINFORMATION

85.080 2.340 BY THE LEFT OVER BRIDGE. 114.520

82.740 4.980 GAS STATION LEFT SIDENEXT GAS STATION AT 6 Km.

77.760 5.510 121.840BUMPS (2)NOT VISIBLE

116.860

111.300

89.200 0.900TRAFFIC LIGHT, STRAIGHT AHEAD TO

"CHIHUAHUA" "CD. CUAUHTEMOC" BEGINS

110.400

88.300 3.220TRAFFIC LIGHTS (2), STRAIGHT AHEAD.

GAS STATION RIGHT SIDE NEXT GAS STATION AT 3 Km.

TRAFFIC LIGHTS (2), STRAIGHT AHEAD TO

"CHIHUAHUA - MÉXICO - ZONA CENTRO"

109.090

NEXT REFERENCE

90.510 1.310


DAY 2, SECTION 18

PARTIAL

55

56

57

58

59

60

61

62

63

64

65

66



TOTAL

109.090

91.000 0.490 TRAFFIC LIGHTS (2), STRAIGHT AHEADTO "CUAUHTEMOC CENTRO" 108.600

90.510 1.310

TRAFFIC LIGHTS (2), STRAIGHT AHEAD TO

"CHIHUAHUA - MÉXICO - ZONA CENTRO"

107.260

92.430 0.090TRAFFIC LIGHTS (2),

STRAIGHT AHEAD TO"CHIHUAHUA"

107.170

92.340 0.210 GARDEN LEFT SIDE.

107.970

92.130 0.500 TRAFFIC LIGHT, STRAIGHT AHEAD(CUILTY) 107.470

91.630 0.630TRAFFIC LIGHT, STRAIGHT AHEAD


105.620

94.770 0.790TRAFFIC LIGHT, STRAIGHT AHEAD

GAS STATION RIGHT SIDE NEXT GAS STATION AT 1.5 Km.

104.830

93.980 0.770 TRAFFIC LIGHTS (3), STRAIGHT AHEAD

93.070 0.640

CAUTION MERGE,TO THE RIGHT .


106.530

106.39093.210 0.140 TRAFFIC LIGHTS (2), STRAIGHT AHEAD

104.28095.320 0.550 TRAFFIC LIGHT, STRAIGHT AHEAD

NEXT REFERENCE

98.100 2.780 GAS STATION RIGHT SIDE NEXT GAS STATION AT 83 Km. 101.500


DAY 2, SECTION 18

PARTIAL

66

67

68

69

70

71

72

73

74

75

76

77

101.200

99.030 0.630 ROAD SIGN:"STA. LUCIA - CHIHUAHUA 97" 100.570

98.400 0.300 MARKER Km. 98

98.100 2.780 GAS STATION RIGHT SIDE NEXT GAS STATION AT 83 Km. 101.500



TOTAL

127.080 9.930 TOLL BOOTH $ 84.00 72.520

NEXT REFERENCE

185.350 4.520 MARKER Km. 10

99.850

117.150 17.400 MARKER Km. 79 82.450

99.750 0.720 STRAIGHT AHEAD TO "CHIHUAHUA"

32.020

175.410 7.830

MARKER Km. 20CAUTION,

5 KM. OF POSSIBLE WORK ZONETWO WAY

24.190

167.580 11.990OBELISK

"GENERAL MARTÍN LÓPEZ", LEFT SIDE.

61.790

155.590 17.780 MARKER Km. 40 44.010

137.810 10.730 MARKER Km. 58

18.770180.830 5.420 GAS STATION LEFT SIDE.NEXT GAS STATION AT 8 Km.

14.250

KM

KM

KM

KM

KM

KM


DAY 2, SECTION 18

PARTIAL

77

78

79

80

81

82

83

84

85

86

87

88



188.830 3.480

TRAFFIC LIGHT, STRAIGHT AHEAD TO"CHIHUAHUA".

GAS STATION, LEFT SIDE.NEXT GAS STATION AT 3 Km.

9.350190.250 0.330 BY THE LEFT TO "CD. JUAREZ"

185.350 4.520 MARKER Km. 10 14.250

RETROTOTAL

199.380 0.080 TO THE RIGHT UPHILL,AT HOTEL "SOBERANO".

191.120 TRAFFIC LIGHT, STRAIGHT AHEAD TO"CD JUÁREZ". 8.4800.870

198.120 6.370

0.300

199.260 0.260

0.220

0.760

199.000 0.160 GAS STATION L.D. 0.600

198.840 0.720

1.480

191.750 0.630 TRAFFIC LIGHT, STRAIGHT AHEAD TO"CD JUÁREZ". 7.850

STRAIGHT AHEAD OVER THE BRIDGE ,ROAD SIGN:

"ZONA CENTRO-AV FRANCISCO VILLA"

0.340

199.300 0.040TRAFFIC LIGHT,TO THE LEFT ,

GAS STATION L.D.

NEXT REFERENCE

10.770

189.920 1.090 STRAIGHT AHEAD OVER THE BRIDGE . 9.680

TRAFFIC LIGHT,TO THE LEFT ,

OVER THE BRIDGE .

BY THE RIGHT BY LATERAL LANE

CROSSING THE BRIDGE ,

KM


DAY 2, SECTION 18

PARTIAL

88

89

90

91

END OF THE DAY

CRANES AT CHIHUAHUA (614) 413 9999

DIRECTION INFORMATION RETROTOTAL


0.010

199.600 0.010

INTERMEDIATE GOALENTRANCE ARCH TO THE HOTEL.

(FOLLOW THE OFFICER'S INDICATIONS)0.000

199.590 0.170 BUMP .

0.220

199.420 0.040 STOP,STRAIGHT AHEAD. 0.180

199.380

LENGTH

0.080 TO THE RIGHT UPHILL,AT HOTEL "SOBERANO".

N 28° 40' 10.42"G P S W 106° 08' 06.68" 1,548 msnm


Chihuahua Express DIA 2 INGLES.pdf · DAY 2, SECTION 1 LENGTH CH TC 2 AVERAGE 94 k/h PARTIAL 1 2 3...

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Transcript of Chihuahua Express DIA 2 INGLES.pdf · DAY 2, SECTION 1 LENGTH CH TC 2 AVERAGE 94 k/h PARTIAL 1 2 3...