8/13/2019 2 Der Continuous Trace

1/14

SSI Profiler V2.6 - Report of Pavement Smoothness

Licensed to URBA INGENIERIA, of San Angel, Mexico

a File: C:\Documents and Settings\Administrator\My Documents\COMINDE\2 der.rhd

tions: 1+360.0 to 2+000.1

e [Paved/Corrected]: 11/07/2013 12:00:00 a.m.

e Tested: 11/07/2013 12:32:00 a.m.

ject Parameters

roject No: 05 23tate: CHIS

ounty: MEX

ontractor: COMINDE

avement Type: FLEXIBLE

raffic Direction: down

umber of Lanes: 4

irection of Paving:

ested by: PABLO AYALA

aving Action:

pecial Provisions:

eather:

eport Memo:

ibration Settings

eight: 222 in 5.08 cm

istance: 116721 in 100 m

ter Settings

ilter Type: Butterworth Filter

ilter Width: 0.580 m

ilter Gain: 1.00

llop Parameters

inimum Height: 0.090 cm

inimum Width: 0.610 m

esolution: 0.020 cm

lanking Band: 0.500 cm

alized Roughness Settings

ulated Profilograph Data Used for Defects Analysis

efect Template Bump Height: 1.020 cm

efect Template Bump Width: 7.620 m

Track 2

Seg Leng

(m)

Rough

(cm)

PRI

(cm/km)

1 160.0 3.800 23.750

2 160.0 5.640 35.250

3 160.0 9.300 58.125

4 160.0 5.720 35.750

640.0 24.460 38.219

ect Locations:

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efect Type Track Segment Start End  Peak

eight(cm)

Peak

Station

1 Bump 2 1 1+421.4 to 1+423.2 Peak: 1.521 at 1+422.2

2 Bump 2 2 1+619.7 to 1+622.5 Peak: 1.351 at 1+620.3

3 Bump 2 3 1+700.1 to 1+701.2 Peak: 1.194 at 1+700.7

4 Bump 2 3 1+710.0 to 1+711.0 Peak: 1.074 at 1+710.4

5 Bump 2 3 1+717.8 to 1+719.2 Peak: 1.138 at 1+718.3

6 Bump 2 3 1+749.1 to 1+750.6 Peak: 1.240 at 1+750.0

7 Bump 2 3 1+759.0 to 1+761.5 Peak: 1.339 at 1+759.7

8 Bump 2 3 1+778.2 to 1+779.3 Peak: 1.052 at 1+779.0

9 Bump 2 3 1+798.0 to 1+799.9 Peak: 1.140 at 1+799.5

10 Bump 2 4 1+858.2 to 1+859.5 Peak: 1.303 at 1+859.111 Bump 2 4 1+887.3 to 1+890.5 Peak: 1.636 at 1+889.4

ck 2 Defects: 11

tal Defects: 11

tified by: ________________________________

le: ________________________________

anization: ________________________________

8/13/2019 2 Der Continuous Trace

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SSI Profiler V2.6 - Report of Pavement Smoothness

Licensed to URBA INGENIERIA, of San Angel, Mexico

a File: C:\Documents and Settings\Administrator\My Documents\COMINDE\2 der.rhd

e [Paved/Corrected]: 11/07/2013 12:00:00 a.m.

e Tested: 11/07/2013 12:32:00 a.m.

ck 2 Stn: 1+360.0 to 2+000.1

ibration Settings

eight: 222 in 5.08 cmistance: 116721 in 100 m

ter Settings

ilter Type: Butterworth Filter

ilter Width: 0.580 m

ilter Gain: 1.00

llop Parameters

inimum Height: 0.090 cm

inimum Width: 0.610 m

esolution: 0.020 cm

lanking Band: 0.500 cm

alized Roughness Settings

ulated Profilograph Data Used for Defects Analysis

efect Template Bump Height: 1.020 cm

efect Template Bump Width: 7.620 m

t Scale (300:1)

tion Notes:  2 der

efect Type Track Segment Start End  Peak

eight(cm)

Peak

Station

1 Bump 2 1 1+421.4 to 1+423.2 Peak: 1.521 at 1+422.2

2 Bump 2 2 1+619.7 to 1+622.5 Peak: 1.351 at 1+620.3

3 Bump 2 3 1+700.1 to 1+701.2 Peak: 1.194 at 1+700.7

4 Bump 2 3 1+710.0 to 1+711.0 Peak: 1.074 at 1+710.4

5 Bump 2 3 1+717.8 to 1+719.2 Peak: 1.138 at 1+718.3

6 Bump 2 3 1+749.1 to 1+750.6 Peak: 1.240 at 1+750.0

7 Bump 2 3 1+759.0 to 1+761.5 Peak: 1.339 at 1+759.7

8 Bump 2 3 1+778.2 to 1+779.3 Peak: 1.052 at 1+779.09 Bump 2 3 1+798.0 to 1+799.9 Peak: 1.140 at 1+799.5

10 Bump 2 4 1+858.2 to 1+859.5 Peak: 1.303 at 1+859.1

11 Bump 2 4 1+887.3 to 1+890.5 Peak: 1.636 at 1+889.4

ck 2 Defects: 11

tal Defects: 11

1> 1+360.0

1+380.0

Seg 1

1+360.0 to

1+520.0

PRI = 23.7

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1+400.0

1+420.0

1+440.0

1+460.0

0.460

0.660

0.200

0.100

0.820

0.300

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1+480.0

1+500.0

0.220

0.200

0.320

0.120

0.120

0.280

1+520.0

0.100

0.100

Seg 2

1+520.0 to

1+680.0

PRI = 35.3

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1+540.0

1+560.0

1+580.0

1+600.0

0.240

0.140

0.160

0.260

0.160

0.140

0.140

0.380

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1+620.0

1+640.0

1+660.0

0.600

0.540

0.560

0.380

0.200

0.480

0.100

0.220

0.220

0.340

0.180

1+680.00.320

Seg 3

1+680.0 to

1+840.0

PRI = 58.1

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1+700.0

1+720.0

1+740.0

1+760.0

0.640

0.380

0.380

0.160

0.180

0.540

0.620

0.200

0.300

0.260

0.280

0.260

0.280

0.240

0.560

0.220

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1+780.0

1+800.0

1+820.0

0.340

0.380

0.380

0.180

0.380

0.300

0.180

0.560

0.420

0.120

0.240

1+840.0

0.220Seg 4

1+840.0 to

2+000.0

PRI = 35.8

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1+860.0

1+880.0

1+900.0

1+920.0

0.420

0.660

0.360

0.260

0.580

0.120

0.140

0.360

0.180

0.820

0.320

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1+940.0

1+960.0

1+980.0

0.200

0.140

0.360

0.240

0.240

0.100

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Segment 1 Notes

Track 2 Notes

1. Start of Collection @ 1+360.0

Segment 2 Notes

Segment 3 Notes

Segment 4 Notes

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SSI Profiler V2.6 - Report of Pavement Smoothness

Licensed to URBA INGENIERIA, of San Angel, Mexico

a File: C:\Documents and Settings\Administrator\My Documents\COMINDE\2 der.rhd

tions: 1+360.0 to 2+000.1

e [Paved/Corrected]: 11/07/2013 12:00:00 a.m.

e Tested: 11/07/2013 12:32:00 a.m.

ject Parameters

roject No: 05 23tate: CHIS

ounty: MEX

ontractor: COMINDE

avement Type: FLEXIBLE

raffic Direction: down

umber of Lanes: 4

irection of Paving:

ested by: PABLO AYALA

aving Action:

pecial Provisions:

eather:

eport Memo:

ibration Settings

eight: 222 in 5.08 cm

istance: 116721 in 100 m

ter Settings

ilter Type: Butterworth Filter

ilter Width: 0.580 m

ilter Gain: 1.00

llop Parameters

inimum Height: 0.090 cm

inimum Width: 0.610 m

esolution: 0.020 cm

lanking Band: 0.500 cm

alized Roughness Settings

ulated Profilograph Data Used for Defects Analysis

efect Template Bump Height: 1.020 cm

efect Template Bump Width: 7.620 m

Track 2

Seg Leng

(m)

Rough

(cm)

PRI

(cm/km)

1 160.0 3.800 23.750

2 160.0 5.640 35.250

3 160.0 9.300 58.125

4 160.0 5.720 35.750

640.0 24.460 38.219

ect Locations:

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efect Type Track Segment Start End  Peak

eight(cm)

Peak

Station

1 Bump 2 1 1+421.4 to 1+423.2 Peak: 1.521 at 1+422.2

2 Bump 2 2 1+619.7 to 1+622.5 Peak: 1.351 at 1+620.3

3 Bump 2 3 1+700.1 to 1+701.2 Peak: 1.194 at 1+700.7

4 Bump 2 3 1+710.0 to 1+711.0 Peak: 1.074 at 1+710.4

5 Bump 2 3 1+717.8 to 1+719.2 Peak: 1.138 at 1+718.3

6 Bump 2 3 1+749.1 to 1+750.6 Peak: 1.240 at 1+750.0

7 Bump 2 3 1+759.0 to 1+761.5 Peak: 1.339 at 1+759.7

8 Bump 2 3 1+778.2 to 1+779.3 Peak: 1.052 at 1+779.0

9 Bump 2 3 1+798.0 to 1+799.9 Peak: 1.140 at 1+799.5

10 Bump 2 4 1+858.2 to 1+859.5 Peak: 1.303 at 1+859.111 Bump 2 4 1+887.3 to 1+890.5 Peak: 1.636 at 1+889.4

ck 2 Defects: 11

tal Defects: 11

tified by: ________________________________

le: ________________________________

anization: ________________________________