1 der continuous trace

8/13/2019 1 Der Continuous Trace

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SSI Profiler V2.6 - Report of Pavement SmoothnessLicensed to URBA INGENIERIA, of San Angel, Mexico

a File: C:\Documents and Settings\Administrator\My Documents\COMINDE\1 der.rhd

ions: 1+360.0 to 1+999.6

e [Paved/Corrected]: 11/07/2013 12:00:00 a.m.e Tested: 11/07/2013 12:10:00 a.m.

ect Parametersroject No: 05 23tate: CHISounty: MEXontractor: COMINDEavement Type: FLEXIBLEraffic Direction: downumber of Lanes: 4irection of Paving:

Tested by: PABLO AYALAaving Action:pecial Provisions:

Weather:eport Memo:

bration Settingseight: 222 in 5.08 cmistance: 116721 in 100 m

er Settingsilter Type: Butterworth Filterilter Width: 0.580 milter Gain: 1.00lop Parameters

Minimum Height: 0.090 cmMinimum Width: 0.610 m

esolution: 0.020 cmlanking Band: 0.500 cmalized Roughness Settingsulated Profilograph Data Used for Defects Analysisefect Template Bump Height: 1.020 cmefect Template Bump Width: 7.620 mefect Template Dip Depth: 1.016 cmefect Template Dip Width: 7.620 m

Track 1Seg Leng

(m)

Rough

(cm)

PRI

(cm/km)1 160.0 5.040 31.5002 160.0 4.800 30.0003 160.0 4.860 30.3754 159.6 2.160 13.536

639.6 16.860 26.361

ect Locations:


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efect Type Track Segment Start End Peak

Height(cm)Peak

Station1 Dip 1 1 1+404.6 to 1+407.2 Peak: -1.257 at 1+406.02 Bump 1 1 1+408.7 to 1+413.0 Peak: 1.768 at 1+410.43 Dip 1 1 1+415.3 to 1+420.5 Peak: -2.629 at 1+417.74 Bump 1 1 1+420.4 to 1+424.3 Peak: 2.022 at 1+421.85 Bump 1 2 1+621.7 to 1+624.0 Peak: 1.209 at 1+623.66 Dip 1 2 1+625.9 to 1+629.1 Peak: -1.709 at 1+627.27 Bump 1 2 1+629.5 to 1+632.5 Peak: 1.455 at 1+631.08 Bump 1 3 1+719.4 to 1+721.3 Peak: 1.318 at 1+720.39 Dip 1 3 1+807.5 to 1+809.8 Peak: -1.242 at 1+809.3

10 Bump 1 3 1+811.3 to 1+814.4 Peak: 1.331 at 1+812.311 Bump 1 4 1+890.2 to 1+890.8 Peak: 1.130 at 1+890.512 Dip 1 4 1+893.3 to 1+894.4 Peak: -1.105 at 1+893.5

k 1 Defects: 12

tal Defects: 12

tified by: ________________________________

e: ________________________________

anization: ________________________________


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k 1 Stn: 1+360.0 to 1+999.6





Scale (300:1)

ion Notes: 1 der


Height(cm)Peak



k 1 Defects: 12

tal Defects: 121> 1+360.0

Seg 11+360.0 to1+520.0PRI = 31.5


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1+380.0

1+400.0

1+420.0

1+440.0

1.220

0.820

0.100

0.400

1.900

0.100


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1+460.0

1+480.0

1+500.0

0.140

0.220

0.140

1+520.00.140

Seg 21+520.0 to1+680.0PRI = 30.0


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1+540.0

1+560.0

1+580.0

1+600.0

0.140

0.100

0.320

0.140

0.300

0.100

0.200

0.300


7/14

1+620.0

1+640.0

1+660.0

0.180

0.420

0.520

0.460

0.220

0.760

0.200

0.200

0.100

1+680.0

Seg 3


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1+700.0

1+720.0

1+740.0

1+760.0

0.320

0.520

0.180

0.260

0.200

0.420

0.180

0.120

0.260

1+680.0 to1+840.0PRI = 30.4


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1+780.0

1+800.0

1+820.0

0.380

0.100

0.140

0.180

0.380

0.180

0.120

0.640

0.280


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1+840.0

1+860.0

1+880.0

1+900.0

0.420

0.140

0.120

0.120

0.320

0.220

Seg 41+840.0 to1+999.6PRI = 13.5


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1+920.0

1+940.0

1+960.0

1+980.0

0.180

0.240


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1>

0.400

Segment 1 Notes

Track 1 Notes1. Start of Collection @ 1+360.0

Segment 2 Notes

Segment 3 Notes

Segment 4 Notes

Track 1 Notes1. End of Data @ 1+999.6


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ions: 1+360.0 to 1+999.6


ect Parametersroject No: 05 23tate: CHISounty: MEXontractor: COMINDEavement Type: FLEXIBLEraffic Direction: downumber of Lanes: 4irection of Paving:

Tested by: PABLO AYALAaving Action:pecial Provisions:

Weather:eport Memo:





Track 1Seg Leng

(m)

Rough

(cm)

PRI

(cm/km)1 160.0 5.040 31.5002 160.0 4.800 30.0003 160.0 4.860 30.3754 159.6 2.160 13.536

639.6 16.860 26.361

ect Locations:


14/14


Height(cm)Peak



k 1 Defects: 12

tal Defects: 12

tified by: ________________________________

e: ________________________________

anization: ________________________________