Measurement of megatexture and macrotexture by the VTI Mobile Laser Profilometer in Denmark 1993

No. 23-94 Year of publication: 1994

Title: Measurement of Megatexture and Macrotexture 0 by the VTI Mobile Laser Profilometer

in Denmark 1993

Authors: Per Anund and Ulf Sandberg

Unit: Vehicle Technology Project No.: 80040

Project title: Measurement of Macrotexture of Road Surfaces in Denmark

Sponsor: Vejdirektoratet, Denmark

Distribution: Free div Väg- och transport-forskningsinstitutet #

CONTENTS

SUMNIARY

1 BACKGROUND

2 EQUIPNIENT

2.1

The VTI Mobile Laser Proñlometer

2.1.1 General Description

2.1.2 Principle of Operation

2.1.3 Calibration

3 TEST SITES

4 RESULTS

5 CONIMENTS TO THE RESULTS

6 REFERENCES

APPENDIX 1: AVERAGE TEXTURE SPECTRA FOR EACH

TEST SITE

APPENDIX 2: TEXTURE SPECTRA FOR EACH INDIVIDUAL

RUN

APPENDIX 3: EXAMPLES OF PROFILE CURVES

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Measurement of Megatexture and Macrotexture by the VTI Mobile Laser

Profilometer in Denmark 1993

by Per Anund and Ulf Sandberg

Swedish Road and Transport Research Institute

S-581 95 Linköping, Sweden

SUMMARY

This report presents the results of the texture measurements made by VTI, with

invaluable help from Mr Hans Thorsen from Vejdatalaboratoriet in Denmark in

October 1993 on behalf of Mr Hans Bendtsen, Vejdatalaboratoriet*. The

measurements have been carried out on a 'low noise road surface' and a

'reference surface' in østerbrogade in Copenhagen and on ñve test surfaces on

highway No. 120 at Viskinge on Zealand. The measurements were carried out

in both diraztions in sections of 80 or 160 meters length, depending on the

length of the actual test section.

The texture measures collected by the VTI Mobile Laser Proñlometer include

Estimated Texture Depth (ETD), Root Mean Square (RMS), Texture Depth

predicted by the MAcrotexure Level (TDMa), Macrotexture Level (LMa),

Megatexture Level (LMe) and texture spectra expressed in 25 third-octave bands

covering the texture wavelength range of 2-500 mm. ETD is a measure that

attempts to predict from the profile curve a mean texture depth measured

according to the volumetric method (also called "sand-patch method").

* After a re-organization 1993-12-31, the Trafñc Research Department of the

Road Data Laboratory became part of the Department for Safety and

Environment of the Danish Road Directorate.

1

BACKGROUND

In a joint Nordic project on "Low-Noise Road Surfaces" the Danish Road Data

Laboratory under the Danish Road Directorate* has a number of test road

surfaces, with higher air voids content than normal, which are intended to give

various noise reductions in comparison to a couple of reference surfaces of

conventional type. Two of these experimental surfaces are located on a street in

Copenhagen and ñve are located on a highway near Viskinge on Zealand

[Sandberg et al, 1993].

In the first years of service, it was noted that a few rather unexpected noise

reduction values were measured. It has been speculated whether these 'peculiar'

results could be explained by texture changes but since no texture measurements

were made, it was not possible to verify or reject this. During 1993 it was

decided to test not only noise but also road surface texture. VTI was

commissioned to conduct such tests utilizing the VTI Mobile Laser

Proñlometer.

* After a re-organization 1993-12-31, the Trafñc Research Department of the

Road Data Laboratory became part of the Department for Safety and

Environment of the Danish Road Directorate.

2.1

The VTI Mobile Laser Profilometer

2.1.1

General Description

The VTI Mobile Laser Profilometer consists of an electro-optical system, mounted

in a car, which measures the vertical distance between the vehicle body and a small

laser spot on the road surface, a real-time third-octave band spectrum analyzer, a

computer for data processing and presentation of results, as well as a Volvo 245

car in which the equipment is mounted. The computer is equipped with a data

acquisition board and a GPIB interface.

2.1.2

Principle of Operation

The non-contact measurement makes use of an infrared laser beam which creates a

light spot on the road surface. An optical lens system, looking at the light spot at

30° inclination rel. to vertical laser beam, projects this light spot onto a certain

position on a linear silicon sensor. This gives an output current with a certain

relation to the position of the light spot on the sensor and thus to the vertical

position of the light spot on the road. When the vehicle moves at constant speed,

this light spot moves over the surface profile, thus giving a profile curve which

describes the texture of the surface.

After regulation of the signal in order to have an Optimum light spot intensity and

linearization of the output signal, the output is fed to a frequency analyzer which

calculates on-line the texture spectrum of the profile signal. At the same time, the

output signal is fed to a computer which stores the complete profile curve in a file.

Based on the texture spectrum and the profile curve, some overall texture

descriptors, which have been found to have interesting relationships with road

surface Characteristics and vehicle performance, are calculated.

The profile curve is used for calculation of the two descriptors ETD and RMS,

where ETD is derived from the average area under a line which touches the peaks

of the surface. This area has a very close relationship with the volume of the sand

which fills the surface voids when the so-called sand-patch method is used to

measure the texture depth. RMS is the Root Mean Square of the profile curve.

For a measurement over 80 m, the profile curve is divided into 512 parts and for

160 m it is divided into 1024 parts, where each part is 156.25 mm long. For

historical and technical reasons, only 140 mm of 156.25 mm (90 %) of each

profile is used for ETD and RMS calculations. A total ETD and RMS are

calculated as the mean value of all these 512 (or 1024) individual values.

In the typical printout of a profile curve, seen in Fig. 1, the level distribution is

plotted to the right of the profile curve. The thick distribution curve corresponds to

the average of all measurements of this run and the thin curve to the particular

profile shown in the figure. The text within the frame concerns the following: The

left column shows the data for the particular profile shown in the figure, the right

column shows the data for an average profile based on all profiles recorded in the

run. An example of a texture printout with spectrum is shown in Fig. 2.

Results may be printed immediately after completion of measurements or at a later

time for both the proñle curve and the texture spectrum. For a more thorough

information about the equipment, see [Sandberg & Anund, 1992].

Note: The ETD values have been calculated based on a transformation equation

determined in an experiment many years ago. The equation is assumed to result in

ETD values which are nominally equal to "sand-patch" texture depth. In a recent

and very extensive measurement series, it has appeared that a slight modiñcation of

this equation is necessary. While international standardization work is still in

progress, this equation has recently been proposed. See [ISO/CD 13473] for a

pr0posed international standard. The conversion factor from "old" (= the values in

this report) to "new" ISO ETD values here is: ETDiSO = 0.41 + 0.68 - ETDold.

VISA4.PRO

Vertical Range : 5 mm ,

This profile: No. : 41 ETD : 0.575 mm RMS : 0.29 mm Invalid : 4.8 %

Horizontal Range : 156.25 mm of 80 m

Average profile : of 512 proñles

ETD :Mmm 0.?l6

RMS : 0.304 mm Invalid : 4.3 %

Viskinge A, Run 4

1 mm 10 mm

Fig. 1 Typical profile curve printout from texture measurement (Viskinge A).

The length of this profile is 156.25 mm or 1/512 of the complete 80 m

measurement in this particular run. The vertical range is 5 mm from top to

bottom of the rectangle. Scales are indicated as thicker lines on the frame.

The thicker parts of the profile curve are drop-outs, i.e. where the profile

signal has been invalid and the profile is interpolated.

Otha site descñpüoquun 3-5 51.0 dB(Me) Megdcxturc 45.7 dB(§mm) For noise pred.

Units/Iun : 495 48.4 dB(80nIn) For noise med

Tcxturc depth values: ETD: 1.19 m RMS: 0.807 um TDMA: 1.39 mm '1

r ' wi Invalid (96) Spectrum Files Profile Fila Date of Monument : Measured Distch : Nine of Report File

ISOCT 1993

160m

233 OSTBDRAREP

OSTDRAÃSPC OSTDRA4.SPC OSTBD OSTBDWPRO OSTBDRA4.PRO OSTBD

Third-active bud spectnl levels

Me = Megatexture 63-500 mm

L5 = text. level in the 5 mm octave band Lgo = text. level in the 80 mm oct. band Unit: dB rel. 1 tim rms

. TDMA = Texture depth of macrotexture

= Texture depth calculated as the antilog

of LMa

\ RMS value of proñle curve

N ETD = Calculated texture depth, to

correspond to sand-patch texture depth

This table gives the same data as the diagram below

This is the full spectrum, i.e. texture amplitude level versus texture wavelength Vertical scale is "amplitude" in rms, but converted to logarithmic levels

(i.e. dB rel. l um rms per each band). 20 dB corresponds to 0.01 m rms and 60 dB to 1 mm rms

Typical printout of texture spectrum (diagram and corresponding table)

mm dB mm ([13 mm (18 500 42.0 80 43.2 10 46.7 400 41.5 63 44.3 8 45.5 315 41.4 30 45.2 6.3 43.2 250 41.3 40 45.8 5 40.3 200 41.3 31.5 46.6 4 37.8 160 41.8 25 47.5 3.1 35.0 1 123 42.7 20 47.6 2.5 31.5 100 43.1 16 48.0 2 28.5 12-5 47.8 (18 dB 604 h60 2;' 2' 3 30-. [-30 5 hmm? a 1 r_ ' 'å 40- . *__ñr [bra 40

.i

Bl a

ä 304 '" _30 ' ii i 20%₅₀₀ 7 ₂₀₀. ₁₀₀z ₅₀. . V ₂₀V ₁₀Y _{5 2}T* 20 _I Tømmcmvelmgthlnm] _l L; 1

Fig. 2

as well as Single overall values of texture depth, etc.

0 0

2.1.3

Cahbration

Calibration of the equipment was made before and after measurement on each test

site. The entire measun'ng system was calibrated by means of a disc, having a

periodical triangular profile with an amplitude of 10 mm peak-to-bottom and a

texture wavelength of 20 mm, which was rotated undemeath the laser with a speed

equal to that during measurement. When calibrating the profile curve, the curve

was ampliñed to match an RMS value of 2.887 mm which is the theoretically

calculated RMS value of such a profile curve. In order to calibrate the texture

spectrum, the spectrum analyzer was fed with the triangular proñle signal and the

attenuation of the analyzer was set (manually) so that a level of 69.1 dB was read

in the 20 mm wavelength band, i.e. for the fundamental frequency component.

This level is the theoretical level of the fundamental frequency of such a profile,

determined by fourier transformation of the proflle signal. There are printouts of

profile curves in Appendix 3 and printouts of texture spectra in Appendix 2 from

the triangular calibration proñle.

3

TEST SITES

Two test sites on østerbrogade in Copenhagen, here named 'Reference' (R) and

'Porous' (P), as well as five test sites at Viskinge, were measured. These sites are

the same as presented in [Sandberg et al, 1993]. In Viskinge the test sites are

named A, B, C, D and E; site A is the most eastward and E the most westward

sites of them. The 'Location' identification in Table 1 corresponds to [Sandberg et

al, 1993]. Weather conditions were very good during all the measurements in

Copenhagen and Viskinge. It was approximately 10°C in the air and road surfaces

were dry. The 'Test site length' in Table l shows the length of every single

measurement on that site and the 'No. of Runs' shows how many measurements

that were made. All measurements were made in the left wheel track in both

directions. Table l describes all the test sites in this experiment, regarding

location, type of surface etc.

Table 1

The tested road surfaces

Test

No.

Name of test site

Location

Type of surface

Label

site

of

(km)

length

runs

[ml

østerbrogade R

Dense asphalt concrete

ABth

80

3

(Reference)

østerbrogade P

Drainage asphalt

DA-8

160

3

(Porous)

Viskinge A

93.950-

Dense asphalt concrete

ABth

80

4

94.100

Viskinge B

94.100-

Drainage asphalt

DA8

160

2

94.300

Viskinge C

94.300-

Drainage asphalt

DA8

160

2

94.500

Viskinge D

94.500-

Drainage asphalt

DA12

160

2

94.700

Viskinge E

94.700-

Open-graded asphalt

ABlZá

160

2

94.900

concrete

Table 2 presents the overall values obtained on the sites in Denmark with all runs

on the same test site averaged. 'No. of proñle sections' refer to the number of 140

mm long proñle sections on which the RMS and ETD values are based. The

equipment records any drop-out of the signal, i.e. when the signal is considered as

invalid, the values under 'invalid' present the drop-out proportion. A drop-out

proportion exceeding 10% on a rough texture and 5 % on a smooth texture is

usually not considered to be acceptable. For new porous surfaces it is not unusual

with a drop-out proportion somewhat exceeding 10%. The 'max. mag.' is the

wavelength of the third-octave-band in the texture spectrum with the maximum

magnitude. This value gives an indication of the 'average' spacing between

individual stones (the bigger ones). This has been found to, generally, be one

third-octave band bigger than the maximum chipping size of the test surfaces. The

average spectrum for each test site is presented in Appendix 1. The texture spectra

for each test site and each run are presented in Appendix 2. Since there were no

differences in texture between the two directions of the road, both directions are

represented in the averaged result.

Table 2 Overall texture values obtained on the test sites in Denmark. Note that,

generally, the max. chipping size is predicted by 'Max.mag' as one

third-octave lower than 'Max.mag'. Please read Note on p. 3 re. ETD.

Name of test No. of ETD RMS TDMa LMa LMe LS L80 Inva Max

site

profile

-Iid

mag

sections [mm] [mm] [mm] mm dB(Me) dB(S) dB(80) [%1 [mm] østerbrogadeR 512 0.55 0.29 0.36 47.8 44.0 38.3 38.4 0.0 16.0 østerbrogadeP 1024 1.26 0.81 1.39 56.8 51.0 45.7 48.4 2.3 16.0

Viskinge A 512 0.65 0.30 0.36 47.7 41.7 40.5 37.3 2.7 12.5 Viskinge B 1024 1.36 0.87 1.69 58.3 49.1 48.7 48.5 4.5 12.5 Viskinge C 1024 1.47 0.91 1.78 58.7 49.4 49.3 48.7 4.5 12.5 Viskinge D 1024 1.86 1.20 2.44 61.2 53.1 49.6 52.6 5.0 16.0 \ Viskinge E 1024 1.13 0.68 1.25 56.0 47.8 45.5 47.0 3.0 16.0

Of the measures above, as a measure representing macrotexture in general, the

reader is adviced to emphasize the ETD, since this measure is subject to

standardization in on-going ISO work. It has also been found to be a very good

measure for describing the texture influence on friction (speed dependance), see

[PIARC, 1994]. However, as measures representing noise Characteristics, LS and

L80 are the most interesting (Sandberg, 1987]. L5 has in inverse relation with

high-frequency noise and L80 a proportional relation with low-frequency noise.

The megatexture level, LMe is a measure whichgives an idea of the influence on

noise at very low frequencies (below approx. 200 Hz).

5

COMMENTS TO THE RESULTS

Maximum chipping size:

The measurements verify the maximum chipping size to be 12 mm for the

østerbrogade reference surface, for the Viskinge D (Drainage asphalt) and for the

Viskinge E (open-graded) surfaces. However, for the Viskinge A surface, it

appears that the 'Max.mag' occurs at 12.5 mm instead of the expected 16 mm.

This indicates that this surface has a dominance of le mm chippings which

perhaps makes it somewhat less 'noisy' than what is normal for an AB12t surface.

The porous 8 mm surfaces at Viskinge (B and C) should have a 'Max-mag.' at 10

mm, but the measured value at 12.5 mm indicates that either there is a fraction of

10 mm chippings, or the spacing between the chippings is bigger than necessary.

Whatever the reason is, this should make the surface somewhat noisier than if it

had hit the target perfectly. The same applies for the porous surface on

østerbrogade, but to a higher extent, since 'Max.mag.' there is 16 mm instead of

expected 10 mm. Since we have no previous experience of measurements of

texture on porous 8 mm surfaces, it is, however, impossible to say if the effects

noted are a result of wear or other changes, or if they were 'built-in' from the

beginning.

Relation between LS and LSO:

For a surface to be 'quiet', the relation between L80 and LS shall be as low as

possible. This indicates (again) that the Viskinge A surface should be a relatively

quiet surface, somewhat better than the østerbrogade reference. The Viskinge E

surface should be relatively 'noisy'. All of the porous surfaces have a higher value

for L80/L5 than Viskinge A, but their most important noise-reducing

Characteristics is the porosity which occurs inside the pavement and cannot be

measured by the proñlometer. However, a comparison within the porous surface

group reveals that Viskinge B and C should be more 'quiet' than Viskinge D. They

should also be more quiet than the porous surface on østerbrogade even though the

latter should be nominally similar. The østerbrogade surface has a lower value for

L5 which, together with the lower ETD value, indicates that the surface may be

more clogged.

Note that the L5 and L80 measures do not take proñle skewness into account, see

below.

ETD:

The østerbrogade reference surface has a texture which is relatively low. This and

Viskinge A have values which are rather similar to what is normally measured on

the same type of surfaces in Sweden. The much lower ETD for Viskinge E than for

Viskinge D indicates that the former surface cannot have any significant porosity

left. Viskinge B and C are very similar, with no expected noise difference.

These measures do not offer any interesting information as compared to the ones

already commented. They are included here to facilitate any comparisons with

other measurements.

Random run-to-run variations:

In østerbrogade and in Viskinge 2-4 individual runs on each test site were made.

The random variation between these runs, expressed as the maximum difference of

two individual runs on the same test site, was in most cases less than 0.05 mm for

ETD and RMS measures. However, on Viskinge A, variations between individual

runs for the ETD measure were up to 0.2 mm and the two Viskinge D runs

resulted on an ETD difference of 0.36 mm. The maximum difference between runs

in spmtral measures, such as LMa, LMe, L5 and L80, were less than 1.2 dB. The

variations are generally caused by inhomogeneities in texture, mainly in the lateral

direction, and a corresponding variation in lateral position of the car.

Profile distribution:

The distribution of profile on a vertical scale is shown in the rightmost parts of the

figures in Appendix 3. One can distinguish between two types of distribution. For

the dense surfaces, the distribution is mainly "normal" and symmetrical around an

"average" level. The other type appears for the porous surfaces, resulting in a skew

distribution, being unsymmetrical around some "average" level. Such proñles have

their texture directed more "downwards" than "upwards".

The latter is good for low noise production, since it reduces vibration excitation to

the tyre tread while still providing a lot of drainage area undemeath the tyre/road

contact patch.

There is a tendency that particularly the østerbrogade P surface is good in this

respect, since it has a more pronounced skewness than the others, in particular a

minimum of profile above the level which is dominating the distribution. This may

compensate for the maximum chipping size which was found to be a little higher

than desirable (see above under "Maximum chipping size" and "Relation between

L5 and L80").

6

REFERENCES

ISO/CD 13473: "Characterization of Pavement Texture Utilizing Surface Proñles:

Determination of Mean Proñle Depth". Committee Draft, July 1994, from

ISO/TC 43/SC l/WG 39.

PIARC (1994): "International PIARC Experiment to Compare and Harmonize

Texture and Skid Resistance Measurements". Report under preparation, from the

Permanent International Association of Road Congresses (PIARC), Paris (eds.:

Wambold, J.C. and Henry, J.J.).

Sandberg, Ulf, (1987): "Tire/Road Noise - Studies of the Mechanisms of Noise

Generation, Methods of Measurement and Road Surface Characterization". PhD

Thesis No. 166, Linköping University, Department of Physics and Measurement

Technology, Linköping, Sweden.

Sandberg, Ulf; Anund, Per, (1992): "Measurement of Macrotexture by the VTI

Mobile Laser Proñlometer in the PIARC International Experiment 1992". VTI

Notat TF 52-20, Swedish Road and Transport Research Institute, Linköping,

Sweden.

Sandberg, Ulf, et al, (1993): "Lágbullerbeläggningar Støysvake vegdekker

-Støjsvage vejbelagninger. Ett nordiskt samarbetsprojekt under NKTF". VTI

Report 388, Swedish Road and Transport Research Institute, Linköping, Sweden.

APPENDIX 1: AVERAGE TEXTURE SPECTRA FOR EACH TEST SITE

11

Test Site No.:

VTI Mobile Laser Proñlometer

Texture measurement protocol

Osterbrogade R Spectrum-derived overall levels:

Texture wavelength [mm]

Road Section No.: Taet asfaltbeton AB12t 47.8 dB(Ma) Macrotexture Other site description: Reference 1-3 44.0 dB(Me) Megatexture

38.3 dB(Smm) For noise pred.

Units/mm :

495

38.4

dB(80mm) For noise pred.

0, 51/7

Texture depth values:

ETD:

0:254- mm

RMS:

0.29 m

TDMA: 0.364 mm

Date of Measurement :

18 OCT 1993

Measured Distance 80 m Invalid (%) 0

Name of Report File OSTBREFREP

Spectrum Files OSTBREF1.SPC OSTBREF2.SPC OSTREF3.SPC Profile Files OSTBREFIPRO OSTBREFZPRO OSTBREFBPRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 38.8 80 33.4 10 37.5 400 37.0 63 34.2 8 36.6 315 35.4 50 35.4 6.3 35.1 250 33.8 40 36.1 5 33.1 200 31.9 31.5 37.2 4 31.7 160 31.9 25 38.2 3.1 29.1 125 31.9 20 38.6 2.5 25.2 100 33.1 16 38.9 2 22.2 12.5 38.8 dB dB 60- _ 60 '-1 d _ 0 X

g 50_

_ 50

(D 5' < 2 _ _ ,3

F3 40_

_ 40

_9- %_ 7-*th ä M F_ _._r_ 5" F 3 30- - 30

20

l

1

I

r r 1

T

T

I

.

r r

f I

20

500 200 100 50 20 10 5 2

VTI Mobile Laser Proñlometer

Texture measurement protocol

Texture wavelength [mm]

Test Site No.:

østerbrogade P

Spectrum-derived overall levels:

Road Section No.: Draenasfalt DA8 56.8 dB(Ma) Macrotexture Other site description: Run 3-5 51.0 dB(Me) Megatexture

45.7 dB(Smm) For noise pred. Units/mm : 48.4 dB(80mm) For noise pred.

/. .26

Texture depth values: ETD: -1-:1-9 mm RMS: 0.807 mm TDMA: 1.39 m

Date of Measurement :

18 OCT 1993

Measured Distance

160 m

Invalid

2.33

Name of Report File OSTBDRAREP

Spectrum Files

OSTDRA3.SPC OSTDRA4.SPC OSTBDRAS.SPC

Proñle Files

OSTBDRA3.PRO OSTBDRA4.PRO OSTBDRASPRO

Third-octave band spectral levels

mm dB mm dB mm dB

500

42.0

80

43.2

10

46.7

400

41.5

63

44.3

8

45.5

315

41.4

50

45.2

6.3

43.2

250

41.3

40

45.8

5

40.3

200

41.3

31.5

46.6

4

37.8

160

41.8

25

47.5

3.1

35.0

125

42.7

20

47.6

2.5

31.5

100

43.1

16

48.0

2

28.5

12.5

47.8

dB

dB

60-

- 60

'-l _ _ CD X

g 50_

_ 50

:T

_i_

(3_ ._ _ä Tr_ __

E

_-

-

_-51 40_ f

-

_40

(i _{_}

g

_

_

B

B

5,_ 30_

_- _ 30

20 l ' T r * T 1 r j 1 v T i 1 f I 20

500

200

100

50

20

10

5

2

13

VTI Mobile Laser Proñlometer

Texture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: A 47.7 dB(Ma) Macrotexture

Other site description: Taet asfaltbeton

41.7

dB(Me)

Megatexture

AB12t 40.5 dB(Smm) For noise pred.

Units/mm :

496

37.3

dB(80mm) For noise pred.

0. b 50

Texture depth values:

ETD:

073-88 mm

RMS:

0.298 mm

TDMA: 0.357 mm

Date of Measurement : Measured Distance

Invalid (%)

Name of Report File Spectrum Files Proñle Files 18 OCT 1993 80m 2.75 VISA.REP

VISA1.SPC VISA2.SPC VISA3.SPC VISA4.SPC VISALPRO VISA2.PRO VISA3.PRO VISA4.PRO

Third-octave band spectral levels

Texture wavelength [mm] mm dB mm dB mm dB

500

35.8

80

31.8

10

37.9

400

35.0

63

33.4

8

37.7

315

31.8

50

34.4

6.3

36.8

250

30.9

40

34.7

5

35.5

200

30.7

31.5

35.9

4

34.7

160

30.3

25

36.8

3.1

32.5

125

30.8

20

37.3

2.5

29.0

100

32.2

16

38.1

2

25.4

12.5

38.2

dB

dB

60-

_60

__q

_

_.

0 X

g 50_

_50

5'

< 2_ _ _.

E

Ef' 40_

_40

2

__1_

;i _- r_,_____ l__r__

5.

"-

r-r-

_

r

á 30_

E_

_30

20 l ' ' l 'ä 7 T B ' T T i T T ä ' T T i j r I

500

200

100

50

20

10

5

2

VTI Mobile Laser Proñlometer

Texture measurement protocol

Texture wavelength [mm]

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: B 58.3 dB(Ma) Macrotexture Other site description: Draenasfalt DAS 49.1 dB(Me) Megatexture

48.7 dB(Smm) For noise pred. Units/mm : 496 48.5 dB(80mm) For noise pred.

Texture depth values:

ETD:

1.36 m

RMS:

0.867 mm

TDMA: 1.69 m

Date of Measurement :

18 OCT 1993

Measured Distance 160 rn Invalid (%) : 4.5 Name of Report File VISB.REP

Spectrum Files VISBl.SPC VISB2.SPC

Profile Files

VISB1.PRO VISB2.PRO

Third-octave band spectral levels

mm

dB

mm

dB

mm

dB

500

38.3

80

43.5

10

48.9

400

37.5

63

44.5

8

48.2

315

37.9

50

45.6

6.3

45.9

250

38.7

40

46.3

5

43.4

200

39.7

31.5

47.3

4

41.3

160

40.6

25

48.3

3.1

38.6

125

41.6

20

48.6

2.5

35.0

100

43.0

16

49.4

2

31.7

12.5

49.6

dB

60-

- 60

__1

-

_

0

<

g 50_

i_

e. 50

0-I 7-4_-

__-2

_T-

T _

(_b_ _ ___ h

?e

?L 404_

__

_TF_

_-

_40

§

*-å 30_

_i_ 30

20 T T * T ' * T T Y 1 * l 1 * I I 20

500

200

100

50

20

10

5

2

15

VTI Mobile Laser Proñlometer

Texture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: C 58.7 dB(Ma) Macrotexture Other site description: Draenasfalt DAS 49.4 dB(Me) Megatexture

49.3 dB(Smm) For noise pred.

Units/mm :

496

48.7

dB(80mm) For noise pred.

Texture depth values:

ETD:

1.47 m

RMS:

0.905 mm

TDMA: 1.78 m

Date of Measurement : 18 OCT 1993 Measured Distance : 160 m Invalid (%) : 4.5 Name of Report File : VISC.REP

Spectrum Files : VISCl.SPC VISC2.SPC Profile Files : VISC1.PRO VISC2.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 38.7 80 44.0 10 49.4 400 37.9 63 44.7 8 48.7 315 38.3 50 46.0 6.3 46.5 250 39.3 40 46.7 5 43.9 200 39.8 31.5 47.7 4 42.0 160 40.7 25 48.6 3.1 39.4 125 42.2 20 49.1 2.5 35.8 100 43.1 16 49.7 2 32.5 12.5 49.9 dB 60- - 60 ...1 _ 0 X

g 50_

___.__

_ 50

< _5- r-2_ ._ _ _ ._. _ 7_ D-

1_-E? 40-

Má T

F

_ 40

.2' r__r_ T_ 3 30_ - 30 20 l ' ' ' 1 * T I T ' l ' T i 1 T ' l i ' T T ' a I 500 200 100 50 20 10 5 2 Texture wavelength [mm]

VTI Mobile Laser Profilometer

Texture measurement protoeol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: D 61.2 dB(Ma) Macrotexture Other site description: Draenasfalt DA12 53.1 dB(Me) Megatexture

49.6 dB(Smm) For noise pred. Units/mm : 496 52.6 dB(80mm) For noise prcd.

Texture depth values:

ETD:

1.86 m

RMS:

1.2 mm

TDMA: 2.44 mm

Date of Measurement :

18 OCT 1993

Measured Distance 160 m Invalid (%) 5

Name of Report File VISD.REP

Spectrum Files VISDLSPC VISD2.SPC Profile Files VISD1.PRO VISD2.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 40.9 80 47.6 10 50.3 400 41.3 63 48.7 8 48.8 315 41.9 50 49.7 6.3 46.7 250 43.2 40 50.5 5 44.4 200 44.1 31.5 51.3 4 42.4 160 44.8 25 52.1 3.1 39.8 125 45.8 20 52.3 2.5 36.6 100 46.9 16 52.8 2 33.8 12.5 52.1 dB dB 60- - 60 '-1 _ _ gg __

_rä_

F

å 50-

__

-_

i.. 50

Fb" _-< __ r_ g _ ._ Fa _ T'* [_[_

E 40__

__

_40

2.. §0 _ _{_ L} 3 30_ _- 30 20 l T f l ' ' l 7 ' T 1 7 T T ' ' l T i j 1 l 500 200 100 50 20 10 5 2 Texture wavelength [mm]

17

VTI Mobile Laser Proñlometer

T exture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels:

Road Section No.: 56.0 dB(Ma) Macrotexture

Other site description: Åbent graderet asfaltbeton 47.8 dB(Me) Megatexture

AB12å 45.5 dB(5mm) For noise pred.

Units/mm : 496 l ,3 47.0 dB(SOmm) For noise pred.

Texture depth values:

ETD:

0:989 mm

RMS:

0.678 mm

TDMA:

1.25 mm

Date of Measurement 18 OCT 1993 Measured Distance 160 m

Invalid 3

Name of Report File

VISE.REP

Spectrum Files VISE1.SPC VISE2.SPC Profile Files VISE1.PRO VISE2.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 36.6 80 41.9 10 45.4 400 37.0 63 43.2 8 44.1 315 36.3 50 44.4 6.3 42.5 250 37.8 40 44.8 5 40.3 200 38.8 31.5 46.2 4 38.4 160 39.3 25 46.8 3.1 36.0 125 39.9 20 47.1 2.5 32.3 100 41.4 16 47.3 2 29.1 12.5 46.7 dB dB 60- - 60 __1 _ _ 0 X

g 50_

_- 50

8'

___r-ê.

_

__r

Fr-

_

"a".

_är_

r_

S 40_

_

--

_ 40

.2

_r_ T

-á 30- ____h- 30 20 I I I , 7 I , , 1 , T T I 1 r I Y 7 T , 1 T I 20 500 200 100 50 20 10 5 2 Texture wavelength [mm]

APPENDIX 2: TEXTURE SPECTRA FOR EACH INDIVIDUAL RUN

VTI Mobile Laser Profilometer

Texture measurement protocol

Test Site No.: Osterbrogade Spectrum-derived overall levels: Road Section No.: 69.2 dB(Ma) Macrotexture

Other site description: Calibration before

37.6

dB(Me)

Megatexture

47.9 dB(Smm) For noise pred. Units/mm : 26.5 dB(SOmm) For noise pred.

Texture depth values:

ETD:

5.28 m

RMS:

2.89 m

TDMA: 6.44 m

Date of Measurement : 18 OCT 1993 Measured Distance

Invalid (%) 0

Name of Report File

OSTCALBF.REP

Spectrum Files OSTCALBF.SPC Proñle Files OSTCALBF.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 36.0 80 20.0 10 43.0 400 21.0 63 20.0 8 35.5 315 27.8 50 23.5 6.3 47.4 250 24.8 40 20.0 5 35.1 200 23.0 31.5 24.8 4 34.9 160 20.0 25 49.0 3.1 28.9 125 23.0 20 69.1 2.5 22.4 100 24.0 16 45.0 2 20.0 12.5 28.6 dB dB 60- _ 60 '-1 _ d 0 X

g 50_

_50

;- __ < g ._ __

E

a 40-

E"

_40

§ 7

T_ m_

'

å 30- _- 30 h-l F_-500 200 100 50 20 10 5 2 Texture wavelength [mm]

Texture measurement protocol

Test Site No.: Osterbrogade Spectrum-derived overall levels: Road Section No.: 69.4 dB(Ma) Macrotexture Other site description: Calibration after 37.6 dB(Me) Megatcxture

47.9 dB(5mm) For noise pred. Units/mm : 508 26.5 dB(80mm) For noise pred. Texture depth values: ETD: 5.24 m RMS: 2.89 m TDMA: 6.59 m

Date of Measurement :

18 OCT 1993

Measurcd Distance

Invalid (%) 0

Name of Report File

OSTCALAF.REP

Spectrum Files OSTCALAF.SPC Proñle Files OSTCALAF .PRO

Third-octave band spectral levels

mm dB mm dB mm dB

500

36.0

80

20.0

10

43.0

400

21.0

63

20.0

8

35.5

315

27.8

50

23.5

6.3

47.4

250

24.8

40

20.0

5

35.1

200

23.0

31.5

24.8

4

34.9

160

20.0

25

49.0

3.1

28.9

125

23.0

20

69.3

2.5

22.4

100

24.0

16

45.0

2

20.0

12.5

28.6

dB

dB

60-

- 60

__1

_

_

0 X

g 50_

_ 50

5- __

<

2_ .. _.

,E

__

E 40_

_40

SP..

5 T

_ "Tr-

T

á 30-

_- 30

20 l 1 T T T I T T W T T i T T T T ' T m T T T 20

500

200

100

50

20

10

5

2

Texture wavelength [mm]

VTI Mobile Laser Proñlometer

Texture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: 69.2 dB(Ma) Macrotexture Other site description: Calibration before 37.6 dB(Me) Megatexture

47.8 dB(Smm) For noise pred. Units/mm : 28.0 dB(SOmm) For noise pred.

Texture depth values:

ETD:

5.31 m

RMS:

2.89 m

TDMA: 6.44 m

Date of Measurement : 18 OKT 1993 Measured Distance

Invalid (%) 0

Name of Report File VISCALBF.REP Spectrum Files VISCALBF.SPC Profile Files VISCALBFPRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 35.7 80 20.0 10 42.2 400 21.8 63 20.0 8 31.7 315 28.6 50 23.5 6.3 47.1 250 26.0 40 20.0 5 37.7 200 20.0 31.5 23.0 4 34.3 160 20.0 25 45.9 3.1 30.4 125 21.8 20 69.1 2.5 23.0 100 26.3 16 49.3 2 20.0 12.5 29.4 dB dB 60- »- 60 *-l _ _ O N

g 50_

- 50

2

r

g _ b

7%?

3 40-

r"

- 40 E" F_

5.

'

r-å

7"

m 30- _ 30 20 I ' T ' I i a l ' f m ' * T . T * l ' ' l ' ' 1 I 20 500 200 100 50 20 10 5 2 Texture wavelength [mm]

Texture measurement protocol

Texture wavelength [mm]

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: 69.3 dB(Ma) Macrotexture Other site description: Calibration after 37.0 dB(Me) Megatexture

48.1 dB(Smm) For noise pred. Units/mm : 496 27.2 dB(80mm) For noise pred.

Texture depth values:

ETD:

5.16 m

RMS:

2.8 mm

TDMA: 6.51 m

Date of Measurement : 18 OCT 1993 Measured Distance

Invalid (%) : 0

Name of Report File VISCALAF.REP Spectrum Files VISCALAF.SPC Profile Files VISCALAF.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 35.4 80 20.0 10 38.7 400 20.0 63 20.0 8 35.4 315 28.4 50 22.4 6.3 47.5 250 20.0 40 20.0 5 34.7 200 22.4 31.5 24.8 4 36.9 160 20.0 25 48.8 3.1 29.3 125 20.0 20 69.2 2.5 23.5 100 25.1 16 45.0 2 20.0 12.5 27.8 dB 60- »- 60 hl F. 0 X

g 50_

_ 50

0

2:

l_

SD_ _ .. .å ;i 40- __ __ 40 å 30a - 30

20W

_{500 200 100 50 20 10 5}

I

Izo

₂

VTI Mobile Laser Proñlometer

Texture measurement protocol

Test Site No.: Osterbrogadc Spectrum-derived overall levels: Road Section No.: Taet asfaltbeton AB12t 47.3 dB(Ma) Macrotexture Other site description: Reference 1 43.1 dB(Me) Megatexture

37.9 dB(5mm) For noise pred. Units/mm : 495 38.1 dB(80mm) For noise pred.

0. 95/

Texture depth values: ETD: 0:246 mm RMS: 0.279 mm TDMA: 0.334 mm

Date of Measurement : 18 OCT 1993 Measured Distance 80 m

Invalid (%) 0

Name of Report File OSTBREFIREP Spectrum Files OSTBREF1.SPC Proñle Files OSTBREFIPRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 38.1 80 33.1 10 36.9 400 35.0 63 33.5 8 36.1 315 33.9 50 35.1 6.3 34.7 250 32.9 40 35.4 5 32.6 200 31.9 31.5 36.9 4 31.4 160 31.5 25 37.9 3.1 28.9 125 31.8 20 37.9 2.5 25.1 100 33.3 16 38.4 2 21.8 12.5 38.3 dB dB 60- _ 60 ;I _ _ X

g 50_-

_ 50

:T

5_ _

-,E

E 40_

_ 40

9_ __

5* Få

_B *i

_

:

å

Täñä

l_

ä_

& 30- _ 30 20 l ' 7 T ' 1 T T T T 1 T T ' 7 I ' ' ' I 20 500 200 100 50 20 10 5 2 Texture wavelength [mm]

Texture measurement protocol

Test Site No.: Osterbrogade Spectrum-derived overall levels: Road Section No.: Taet asfaltbeton AB12t 48.4 dB(Ma) Macrotexture Other site description: Reference 2 44.2 dB(Me) Megatexture

38.9 dB(Smm) For noise pred. Units/mm : 39.0 dB(80mm) For noise pred.

0. 7.39

Texture depth values:

ETD:

0.-2-9 mm

RMS:

0.31 m

TDMA: 0.408 mm

Date of Measurement : 18 OCT 1993 Measured Distance 80 m

Invalid (%) 0

Name of Report File OSTBREFZREP Spectrum Files OSTBREF2.SPC Profile Files OSTBREF2.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 38.3 80 34.1 10 38.1 400 37.6 63 35.0 8 37.2 315 36.2 50 35.9 6.3 35.7 250 34.4 40 36.8 5 33.8 200 32.0 31.5 37.7 4 32.3 160 32.3 25 38.9 3.1 29.9 125 32.1 20 39.3 2.5 26.0 100 33.3 16 39.7 2 23.0 12.5 39.4 dB dB 60-« _ 60 ...1 ' _ CD ><

g 50_

_ 50

5' < 2_ _. -'E

E 40_

__

_40

a, _ __-ä ä_ _är-_r_ _-3 _-30- _- 30 20 l ' f l * ' 1 T 1 r m * T Y ' l ' T I ' T 7 I 20 500 200 100 50 20 10 5 2 Texture wavelength [mm]

VTI Mobile Laser Profilometer

Texture measurement protocol

Texture wavelength [mm]

Test Site No.: Osterbrogade Spectrum-derived overall levels: Road Section No.: Taet asfaltbeton AB12t 47.5 dB(Ma) Macrotexture Other site description: Reference 3 44.6 dB(Me) Megatexture

38.0 dB(5mm) For noise pred. Units/mm : 495 38.0 dB(80mm) For noise pred.

0. 75 /

Texture depth values: ETD: 0.-2-3-5 mm RMS: 0.282 mm TDMA: 0.347 mm

Date of Measurement : 18 OCT 1993 Measured Distance 80 m

Invalid (%) 0

Name of Report File OSTBREF3.REP Spectrum Files OSTREF3.SPC Profile Files OSTBREF3.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 39.8 80 32.9 10 37.4 400 37.9 63 34.0 8 36.5 315 35.9 50 35.1 6.3 34.9 250 34.0 40 36.0 5 32.7 200 31.8 31.5 37.0 4 31.2 160 31.9 25 37.7 3.1 28.4 125 31.7 20 38.4 2.5 24.4 100 32.7 16 38.6 2 21.8 12.5 38.5 dB dB 60- - 60 '-i _ _ 0 X

g 50_

_ 50

(D 5' < (i _. _. ,E

E' 40___

_40

o _ ____

Ä..

__Tr

_r_

3*

e

2_r-

r_

*

å 30«

T_

_ 30

20 l ' ' T ' T I ' * T ' Y ' l ' ' 1 r 7 1 I 20 500 200 100 50 20 10 5 2

Texture measurement protocol

Texture wavelength [mm]

Test Site No.: Osterbrogade Spectrum-derived overall levels: Road Section No.: Draenasfalt DA8 56.1 dB(Ma) Macrotexture Other site description: Run 3 52.1 dB(Me) Megatexture

44.7 dB(Smm) For noise pred. Units/mm : :495 48.8 dB(80mm) For noise pred.

/. 2.7

Texture depth values:

ETD:

+2-, mm

RMS:

0.821

TDMA: 1.26 m

Date of Measurement :

18 OCT 1993

Measured Distance 160 m

Invalid (%)

3

Name of Report File OSTBDRA3.REP Spectrum Files OSTDRA3.SPC

Profile Files

OSTBDRA3.PRO

Third-octave band spectral levels

mm dB mm dB mm dB

500

42.2

80

43.8

10

45.7

400

42.3

63

44.5

8

44.4

315

42.7

50

45.2

6.3

42.1

250

43.4

40

45.6

5

39.3

200

42.7

31.5

46.1

4

37.0

160

43.5

25

46.9

3.1

34.4

125

43.7

20

46.8

2.5

31.2

100

43.9

16

47.1

2

28.7

12.5

46.8

dB

dB

60-

p 60

*-l _ _ (D

:4

g 50_

_{_ 50}

:T

_

<:

__

r-1

9_ - '__F_* F_- -'- ____'_"T_ D..

E 40_

T_

_ 40

2..

á 30_

- 30

20 T ' ' 1 T B I T T 7 r ' ' l ä ' l ' ' I ' ' ' l

500

200

100

50

20

10

5

2

VTI Mobile Laser Proñlometer

Texture measurement protocol

Texture wavelength [mm]

Test Site No.: Osterbrogade Spectrum-derived overall levels: Road Section No.: Draenasfalt DA8 57.1 dB(Ma) Macrotexture Other site description: Run 4 50.8 dB(Me) Megatexture

46.1 dB(Smm) For noise pred. Units/mm : 495 48.2 dB(80mm) For noise pred.

I. 1 6

Texture depth values:

ETD:

HB- mm

RMS:

0.803 mm

TDMA: 1.45 m

Date of Measurement :

18 OCT 1993

Measured Distance 160 m

Invalid (%)

2

Name of Report File OSTBDRA4.REP Spectrum Files OSTDRA4.SPC Proñle Files OSTBDRA4.PRO

Third-octave band spectral levels

mm dB mm dB mm dB

500

42.4

80

42.9

10

47.0

400

42.0

63

44.3

8

45.9

315

42.0

50

45.4

6.3

43.6

250

40.5

40

45.9

5

40.7

200

40.9

31.5

46.9

4

38.1

160

40.8

25

47.9

3.1

35.1

125

42.5

20

48.0

2.5

31.5

100

42.8

16

48.4

2

28.4

12.5

48.2

dB

dB

60-

- 60

'-3 _ _ CD ><

g 50_

_- 50

u-A r--'___ _

g_

_Tñh

r_

E

(3

40-

"

F*

*är

h

T_

»- 40

3 30-

F" _ 30

20 l ' ' l ' ' T j * l ' T f I i l l l

500

200

100

50

20

10

5

2

Texture measurement protocol

Test Site No.: Osterbrogade Spectrum-derived overall levels: Road Section No.: Draenasfalt DAS 57.1 dB(Ma) Macrotexture Other site description: Run 5 49.6 dB(Me) Megatexture

46.2 dB(5mm) For noise pred.

Units/mm :

48.0

dB(80mm) For noise pred.

/. 1 '7'

Texture depth values:

ETD:

-11-18- mm

RMS:

0.798 mm

TDMA:

1.45 mm

Date of Measurement : 18 OCT 1993 Measured Distance 160 m

Invalid (%)

2

Name of Report File OSTBDRASREP

Spectrum Files

OSTBDRA5.SPC

Profile Files OSTBDRASPRO

Third-octave band spectral levels

mm dB mm dB mm dB

500

41.4

80

42.9

10

47.3

400

40.0

63

44.1

8

46.0

315

38.4

50

45.1

6.3

43.6

250

38.5

40

45.9

5

40.7

200

39.6

31.5

46.9

4

38.3

160

40.4

25

47.7

3.1

35.3

125

41.5

20

47.9

2.5

31.7

100

42.6

16

48.5

2

28.4

12.5

48.2

dB

dB

60-

- 60

__3

_.

0 X

g 50_

___

h 50

i?

__r-F-T *_2_

(__D_ _ ._

E

_

_r-r"

P_

E' 40%

P_

_

'--

_- 40

.9-

rd"

_-3 _-30-

_ _ 30

_T...

20

T

Y

,

r W

T

I

,

I

,

.

T

I

,

T

T

1 a

,

r

'

,

,

20

500

200

100

50

20

10

5

2

Texture wavelength [mm]

VTI Mobile Laser Proñlometer

Texture measurement protocol

Texture wavelength [mm]

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: A 1 47.3 dB(Ma) Macrotexture

Other site description: Taet asfaltbeton

43.0

dB(Me)

Megatexture

AB12t 40.1 dB(5mm) For noise pred.

Units/mm : 496 37.5 dB(80mm) For noise pred. 0. 57/0

Texture depth values:

ETD:

0:-2-8 mm

RMS:

0.286 mm

TDMA: 0.335 mm

Date of Measurement : 18 OCT 1993 Measured Distance 80 m

Invalid (%) l

Name of Report File VISALREP Spectrum Files VISAl.SPC Proñle Files VISA1.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 37.7 80 32.0 10 37.6 400 36.9 63 33.7 8 37.4 315 33.0 50 34.2 6.3 36.5 250 32.1 40 34.4 5 35.1 200 31.4 31.5 35.6 4 34.1 160 30.8 25 36.4 3.1 31.8 125 31.1 20 36.9 2.5 27.9 100 32.3 16 37.7 2 24.0 12.5 38.0 dB dB 60- - 60 '-1 'H _ 0 :4

g 50_

_ 50

8' < 2_ .. _ få: 3 40- _ 40

'h'

_-

_7-_rn_

g _ r_- r_r___[_-T __ _ å __ få :L 30- _ 30 20 I 1 a r , , I 1 , , 1 ' T 1 I . , , ä j I 20 500 200 100 50 20 10 5 2

Texture measurement protoeol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: A 2 47.6 dB(Ma) Macrotexture Other site description: Taet asfaltbeton 39.3 dB(Me) Megatexture

AB12t

40.7

dB(Smm) For noise pred.

Units/mm : 496 36.6 dB(80mm) For noise pred.

0. 72 5

Texture depth values:

ETD:

0445 mm

RMS:

0.299 mm

TDMA: 0.355 mm

Date of Measurement : Measured Distance

Invalid

Name of Report File Spectrum Files Profile Files 18 OCT 1993 80 m

4

VISA2.REP

VISA2.SPC

VISA2.PRO

Third-octave band spectral levels

Texture wavelcngth [mm] mm dB mm dB mm dB 500 32.1 80 31.4 10 37.9 400 30.0 63 32.6 8 37.7 315 29.1 50 34.1 6.3 36.9 250 29.3 40 34.3 5 35.6 200 29.1 31.5 35.5 4 35.0 160 29.7 25 36.5 3.1 33.0 125 30.7 20 37.4 2.5 29.6 100 31.3 16 38.0 2 26.5 12.5 38.1 dB dB 60- - 60

'-1

d

e

O X

g 50_

_ 50

5' < g .. _ E

;i 40_-

_WW-á_

_40

å 30-

_ 30

20 1 r r 1 T T I ' l * T ' f I ' ' I * ' ' I 20 500 200 100 50 20 10 5 2

VTI Mobile Laser Proñlometer

Texture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: A 3 47.9 dB(Ma) Macrotexture Other site description: Taet asfaltbeton 43.0 dB(Me) Megatexture

AB12t

40.8

dB(Smm) For noise pred.

Units/mm :

496

37.6

dB(80mm) For noise pred.

0. 618

Texture depth values:

ETD:

0.-3-36 mm

RMS:

0.303 mm

TDMA: 0.37 mm

Date of Measurement : 18 OCT 1993 Measured Distance : 80 m

Invalid (%) : 2

Name of Report File : VISA3.REP Spectrum Files : VISA3.SPC Proñle Files : VISA3.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 37.5 80 32.0 10 38.1 400 37.4 63 33.6 8 37.9 315 33.0 50 34.5 6.3 37.1 250 31.1 40 35.0 5 35.7 200 31.2 31.5 36.3 4 34.9 160 30.2 25 36.9 3.1 32.6 125 30.9 20 37.4 2.5 28.9 100 32.6 16 38.3 2 24.8 12.5 38.4 dB 60- F-60

-1

_

0 :K

g 50_

_50

0 5' < 2 ._ _.

E

_{3 40_}

_{f___}

_{_40}

2-' --- __r-

r...-s- _

_ s-r

Te_ *

å

f

:i 30_

_30

20 l ' Y ' T ' ' l ' T 1 i 7 T T ' Y 1 ' ' T ' T 1 500 200 100 50 20 10 5 2 Texture wavelength [mm]

Texture measurement protocol

Texture wavelength [mm]

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: A 4 47.8 dB(Ma) Macrotexture Other site description: Taet asfaltbeton 40.4 dB(Me) Megatexture

AB12t 40.4 dB(5mm) For noise pred.

Units/mm : 496 37.5 dB(80mm) For noise pred. 0. 7/6

Texture depth values:

ETD:

0:46 m

RMS:

0.304 mm

TDMA: 0.367 mm

Date of Measurement : 18 OCT 1993 Measured Distance 80 m

Invalid (%) : 4

Name of Report File VISA4.REP Spectmm Files VISA4.SPC Proñle Files VISA4.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 33.3 80 31.9 10 37.9 400 31.1 63 33.7 8 37.7 315 30.9 50 34.7 6.3 36.6 250 30.6 40 35.1 5 35.4 200 30.9 31.5 36.2 4 34.7 160 30.4 25 37.2 3.1 32.7 125 30.6 20 37.6 2.5 29.3 100 32.5 16 38.3 2 26.0 12.5 38.4 dB dB _l _ 60- - 60 '-1 _ _ O ><

g 50_

t_ 50

:T < 2 _ _ FE:

53 404

- 40

2. __ ____

ä-

se*

*_

*

á 30- F_ _ _- 30 20 T T T ' j 1 T T T T v 1 I 1 l I 20 500 200 100 50 20 10 5 2

VTI Mobile Laser Profilometer

Texture measurement protocol

Texture wavelength [mm]

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: B 1 58.3 dB(Ma) Macrotexture Other site description: Draenasfalt DA8 49.2 dB(Me) Megatexture

48.5 dB(Smm) For noise pred.

Units/mm :

496

48.7

dB(80mm) For noise pred.

Tcxture depth values:

ETD:

1.37 m

RMS:

0.867 mm

TDMA:

1.68 mm

Date of Measurement : 18 OCT 1993 Measured Distance 160 m Invalid (%) 4

Name of Report File VISB1.REP Spectrum Files VISBl.SPC Profile Files VISBl.PRO

Third-octave band spectral levels

mm

dB

mm

dB

mm

dB

500

38.1

80

43.7

10

48.8

400

38.0

63

44.6

8

48.0

315

38.1

50

45.6

6.3

45.8

250

38.7

40

46.4

5

43.1

200

39.4

31.5

47.5

4

41.0

160

40.9

25

48.2

3.1

38.3

125

41.6

20

48.6

2.5

34.6

100

43.4

16

49.4

2

31.3

12.5

49.4

dB

dB

60-

- 60

'-1 _- _ 0 X

g 50_

_ 50

g

__e r TT

'-0 -' r_j_ [-1,-

'-'E

_B_

E 40_

F

F_

_40

9.

T

F-5 '*

e- *

å 30-.

"L 30

20 l ' ' l i l l i 7 1 T ' ' l T ' I i l 7

500

200

100

50

20

10

5

2

Texture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: B 2 58.4 dB(Ma) Macrotexture Other site description: Draenasfalt DA8 48.9 dB(Me) Megatexture

48.9 dB(Smm) For noise pred. Units/mm : 496 48.2 dB(80mm) For noise pred.

Texture depth values:

ETD:

1.35 m

RMS:

0.868 mm

TDMA:

1.7 mm

Date of Measurement : 18 OCT 1993 Measured Distance 160 m Invalid (%) 5

Name of Report File VISBZREP Spectrum Files VISBZ.SPC Profile Files VISBZPRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 38.4 80 43.2 10 49.0 400 36.9 63 44.3 8 48.3 315 37.7 50 45.5 6.3 46.0 250 38.6 40 46.1 5 43.6 200 39.9 31.5 47.0 4 41.6 160 40.2 25 48.3 3.1 38.9 125 41.6 20 48.6 2.5 35.3 100 42.6 16 49.4 2 32.1 12.5 49.8 dB dB 60- _ 60 '-1 _ b 0 x

3% 50_

___J_____

_ 50

2

se*

[-:2.

-

--

T

-'E

_m

_--ñr

7:_

:i 40-__ __E __ _40 3 30- - 30 20 T ä ' l ' T T ' 7 l ' ' ' l ' 7 l ' ' l ' ' ' l 500 200 100 50 20 10 5 2 Texture wavelength [mm]

VTI Mobile Laser Profilometer

Texture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: 58.8 dB(Ma) Macrotexture Other site description: Draenasfalt DAS 49.6 dB(Me) Megatcxture

49.1 dB(Smm) For noise pred. Units/mm : 48.9 dB(80mm) For noise pred.

Texture depth values:

ETD:

1.48 mm

RMS:

0.918 mm

TDMA:

1.81 mm

Date of Measurement : 18 OCT 1993 Measured Distance 160 m Invalid (%) 5

Name of Report File VISC1.REP Spectrum Files VISCl.SPC Proñle Files VISC1.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 38.0 80 44.3 10 49.4 400 37.9 63 45.0 8 48.6 315 38.9 50 46.4 6.3 46.3 250 39.7 40 46.9 5 43.7 200 40.3 31.5 47.9 4 41.7 160 40.9 25 48.9 3.1 39.2 125 42.8 20 49.3 2.5 35.5 100 43.0 16 49.9 2 32.3 12.5 49.9 dB dB 60- _- 60 *-l _ F 0 X

g 50_

__

_- 50

5_ _5_- T_

?i

_

_T

#-

_

'- &l_ ___. ,E __

E? 40_

_e_ T1

7-_

_40

.2-

__f

å

_{r *}

3 30-* »- 30 20 l ' ' l * T l * l 7 ' v 1 ' ' l ' 7 l * ' ' I 20 500 200 100 50 20 10 5 2 Texture wavelcngth [mm]

Texture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels:

Road Section No.: C 2 58.6 dB(Ma) Macrotexture

Other site description: Draenasfalt DA8 49.1 dB(Me) Megatexture 49.4 dB(5mm) For noise pred.

Units/mm : 496 48.5 dB(80mm) For noise pred.

Texture depth values:

ETD:

1.45 mm

RMS:

0.893 mm

TDMA: 1.75 mm

Date of Measurement : 18 OCT 1993

Measured Distance 160 m

Invalid (%) 4

Name of Report File VISC2.REP Spectrum Files VISC2.SPC Profile Files VISC2.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 39.3 80 43.7 10 49.3 400 37.8 63 44.4 8 48.7 315 37.5 50 45.6 6.3 46.6 250 38.9 40 46.4 5 44.1 200 39.2 31.5 47.4 4 42.2 160 40.4 25 48.2 3.1 39.5 125 41.5 20 48.9 2.5 36.0 100 43.1 16 49.4 2 32.7 12.5 49.8 dB dB 60-* _ 60 '-1 " -0 <

g 50_

___T_

_ 50

a-

_*_r_

T

< __ __ 2. - _r_ __

E

w __

Pr"

f

40- *- - 40

?L

__

__

T

3 30- _- 30 20 T T l l T ' l i i 7 ' ' ' l ' ' l ' ' l 7 ' ' l 500 200 100 50 20 10 5 2 Texture wavelength [mm]

VTI Mobile Laser Proñlometer

Texture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: 61.8 dB(Ma) Macrotexture Other site description: Draenasfalt DA12 53.6 dB(Me) Megatexture

50.2 dB(Smm) For noise pred. Units/mm : 53.2 dB(80mm) For noise pred. Texture depth values: ETD: 2.04 m RMS: 1.28 m TDMA: 2.63 mm

Date of Measurement : 18 OCT 1993 Measured Distance 160 m Invalid (%) 6

Name of Report File

VISD1.REP

Spectrum Files

VISDl.SPC

Proñle Files VISD1.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 41.3 80 48.4 10 50.9 400 41.1 63 49.3 8 49.4 315 42.2 50 50.3 6.3 47.3 250 43.8 40 51.1 5 45.0 200 44.7 31.5 51.9 4 43.1 160 45.4 25 52.7 3.1 40.7 125 46.3 20 52.9 2.5 37.4 100 47.4 16 53.4 2 34.6 12.5 52.7 dB dB 60- - 60 51 d __ _

ä

50_

_

:7- r

r"

_ 50

:2.

__T

r"

'å

*-

T

9_ .T _ __ _

ei -_

7*

"s" '

r-"

å 30- - 30

20 T

T

T

T T T

T T

T T T T

T T T

T T

T

T T

T T T

T

20

500 200 100 50 20 10 5 2 Texture wavelength [mm]

Texture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: D 2 60.5 dB(Ma) Macrotexture Other site description: Draenasfalt DA12 52.6 dB(Me) Megatexture

48.9 dB(5mm) For noise pred. Units/mm : 496 51.8 dB(80mm) For noise pred. Texture depth values: ETD: 1.68 mm RMS: 1.12 mm TDMA: 2.24 mm

Date of Measurement : 18 OCT 1993 Measured Distance 160 m Invalid (%) 4

Name of Report File VISD2.REP Spectrum Files VISD2.SPC Proñle Files VISD2.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 40.4 80 46.7 10 49.6 400 41.4 63 47.9 8 48.1 315 41.6 50 49.1 6.3 46.1 250 42.5 40 49.7 5 43.6 200 43.4 31.5 50.5 4 41.6 160 44.0 25 51.5 3.1 38.7 125 45.2 20 51.6 2.5 35.5 100 46.4 16 52.2 2 32.7 12.5 51.5 dB dB 60_ _ 60 __1 _ _ 0 X

_-§ 50_

___-

__

_ 50

:T __F _ < _ __ 9. e å » 'E' _-- F_

m

__*

f

;i 40- __ _40 3 30- h- 30 20 I 1 1 I 7 T I 1 I 1 1 T I 1 v I 1 r I T 1 I I 500 200 100 50 20 10 5 2 Texture wavclength [mm]

VTI Mobile Laser Proñlometer

Texture measurement protocol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: E 1 55.6 dB(Ma) Macrotexture Other site description: Åbent graderet asfaltbeton 47.2 dB(Me) Megatexture

AB12å

45.1

dB(Smm) For noise pred.

Units/mm : 496 / 46.4 dB(80mm) For noise pred.

.08

Texture depth values:

ETD:

6-:9-1-9 mm

RMS:

0.648 mm

TDMA:

1.19 mm

Date of Measurement : 18 OCT 1993 Measured Distance : 160 m Invalid (%) : 3

Name of Report File : VISE1.REP Spectrum Files : VISE1.SPC Proñle Files : VISE1.PRO

Third-octave band spectral levels

mm dB mm dB mm dB

500

36.3

80

41.1

10

44.9

400

36.3

63

42.7

8

43.7

315

36.0

50

43.9

6.3

42.0

250

37.2

40

44.4

5

39.9

200

38.5

31.5

45.9

4

38.1

160

38.5

25

46.4

3.1

35.6

125

39.4

20

46.8

2.5

320

100

40.8

16

47.0

2

28.7

12.5

46.2

dB

60-

_60

__1

_

_

(b ><

g 50_

_50

5%

__

En_

-

_"'" T_

P

'E

_{5' 40_}

_{_'*_}

7-'-

TV_

_T:-

_{_40}

(i ,.__

á 30-

_{T_}

_30

20 1 ' ' 1 l ' * T i 1 T ' ' 1 l ' ' l ' ' l ' T 7 I

500

200

100

50

20

10

5

2

Texture wavelength [mm]

Texture measurement protoeol

Test Site No.: Viskinge Spectrum-derived overall levels: Road Section No.: E 2 56.4 dB(Ma) Macrotexture Other site description: Åbent graderet asfaltbeton 48.2 dB(Me) Megatexture

AB12â 45.8 dB(Smm) For noise pred.

Units/mm : 496 47.6 dB(80mm) For noise pred.

1.18

Texture depth values: ETD: '11-06 mm RMS: 0.708 mm TDMA: 1.3] mm

Date of Measurement : 18 OCT 1993 Measured Distance . 160 m Invalid (%) : 3

Name of Report File VISE2.REP Spectrum Files VISE2.SPC Proñle Files VISE2.PRO

Third-octave band spectral levels

mm dB mm dB mm dB 500 36.9 80 42.6 10 45.8 400 37.6 63 43.7 8 44.5 315 36.5 50 44.9 6.3 42.9 250 38.4 40 45.2 5 40.6 200 39.0 31.5 46.5 4 38.7 160 40.0 25 47.1 3.1 36.3 125 40.4 20 47.3 2.5 32.6 100 42.0 16 47.5 2 29.5 12.5 47.1 dB 60- _ 60 '-1 _ -(D <

g 50_

- 50

(T *_ñ_ < _ 2. - P--*- _ b .-._{ä ,.__.}__ñ F. ?i 40- _q__:___ f __ 40 g l_'1 & 30- h_- 30 20 I ' j 1 ' ' l l ' l l ' 7 T T I 500 200 100 50 20 10 5 2 Texture wavelength [mm]

41

No. : 1

ETD : 5.17 mm

RMS : 2.85 mm

Invalid : 0 %

of 2048 profiles ETD : 5.27 mm

RMS : 2.89 mm

Invalid : 0 %

Osterbrogade, Calibration before

STCALAF.PR

Vertical Range : 10 mm , This profile: No. : 13 ETD : 5.48 mm RMS : 2.98 mm nvalid : 0 % Horizontal Range : 156.25 mm of 80 m Average profile : of 512 proñles ETD : 5.38 mm

RMS : 2.96 mm

Invalid : 0 %

VISCALBF.PRO

Vertical Range : 10 mm , Horizontal Range : 156.25 mm of80 m This profile: Average profile :

No. : 14 of 512 profiles ETD : 5.37 mm ETD : 5.31 mm

RMS : 2.86 mm

RMS : 2.89 mm

Invalid : 0 % Invalid : 0 %

Viskinge, Calibration before

VISCALAF.PRO

Vertical Range : 10 mm , orizontal Range : 156.25 mm of 80 m This profile: verage profile :

No. : 5 of 51 profiles ETD : 5.14 mm ETD : .16 mm RMS : 2.79 mm RMS : . mm

Invalid : 0 %

Invalid : ° o

Viskinge, Calibration after

No. : 1

ETD :Ga-mm

.398

RMS : 0.273 mm Invalid : 0 %

Osterbrogade R, Run 1

of 512 profiles

ETszl-âHñmm 0.95/

RMS : 0.279 mm Invalid : 0.085 %

OSTBREF2.PRO

Horizontal Range : 156.25 mm of80 m Average profile : of 512 profiles

Vertical Range : 5 mm ,

This profile: No. : 1 ETD :04mm 0.51! RMS : 0.287 mm Invalid : 0.4 % ETD :049mm 0. 739 RMS : 0.31 mm Invalid : 0.16 %

Osterbrogade R, Run 2

1 mm 10 mm

OSTBREF3.PRO

Vertical Range : 5 mm ,

This profile:

No. : 1

ETD :Hmm 0. 539

RMS : 0.24 mm

Invalid : 0 %

Osterbrogade R, Run 3

Horizontal Range : 156.25 mm of 80 m

Average profile : of 512 profiles

ETD :0:235mm 0,95/

RMS : 0.282 mm

Invalid : 0.099 %

ertical Range : 5 mm ,

his profile: o. : 1 ETD : 0.4 mm 0.?02 RMS : 0.584 mm Invalid : 2 % Osterbrogade P, Run 3 OSTBDRA3.PRO Horizontal Range : 156.25 mm of 160 m Average profile : of 1024 profiles ETD : i-â-mm JL? RMS : 0.821 mm Invalid : 3 %

STBDRA4.PRO

Vertical Range : 5 mm ,

This profile: No. : 4

ETD : 1.39 mm

RMS : 0.939 mm

Invalid : 1.6 % Osterbrogade P, Run 4

orizontal Range : 156.25 mm of' 160 m

verage profile : of 1024 profiles ETD :-1-.1-8 mm . J. 6 RMS : 0.803 mm Invalid : 2.2 %

OSTBDRA5.PRO

Vertical Range : 5 mm ,

This profile: No. : 1

ETD : 1.52 mm

RMS : 0.884 mm

nvalid : 0.8 % sterbrogade P, Run 5 Horizontal Range : 156.25 mm of 160 m Average profile : of 1024 profiles

ETD :-1-.-1-8 mm I. 1 5'

RMS : 0.798 mm

Invalid : 2.6 %

o. :

TD :0âmm 61.589

S : 0.303 mm

nvalid : 2.8 %

Viskinge A, Run 1

of 512 profiles ETD : 0:28 mm RMS : 0.286 mm

Invalid : 1.9 %

Vertical Range :

mm ,

This profile: No. : 10

ETD :0:598 mm 0,8 1

RMS : 0.315 mm Invalid : 0.4 %

Viskinge A, Run 2

VISA2.PRO

Horizontal Range : 156.25 mm of 80 m Average profile : of 512 profiles

ETD :0.445mm 6.?25

RMS : 0.299 mm

Invalid : 4.2 %

mm mm

Vertical Range : 5 mm ,

This profile: No. : 28

ETD :072mm 0.66?

RMS : 0.297 mm Invalid : 2 %

kinge A, Run 3

VISA3.PRO

orizontal Range : 156.25 mm of 80 m verage profile :

of 512 profiles

ETD :0:336 mm 0. 618

RMS : 0.303 mm

Invalid : 2.8 %

V1531.PRO

Vertical Range : 5 mm ,

Horizontal Range : 156.25 mm of 160 m

This profile: Average profile : No. : 18 of 1024 profiles ET : 1.29 mm ETD : 1.37 mm : 0.738 mm RMS : 0.867 mm Invalid : .2 % Invalid : 4 %

Viskinge B, Run

VISB2.PRO

Vertical Range : 5 mm ,

Horizontal Range : 156.25 mm of 160 m

This profile: Average profile : No. : of 1024 profiles ETD : 1.15 mm ETD : 1.35 mm RMS : 0.769 mm RMS : 0.868 mm Invalid : 2.8 % Invalid : 5.1 % Viskinge B, Run 2 mm 10 mm ?

No. : ETD : .46 mm RMS 0.786 mm Invali : .2 % Viskin e C, Run 1 of 1024 profiles ETD : 1.48 mm RMS : 0.918 mm Invalid : 5.4 % Vertical Range : 5 mm , This profile: No. : 15 ETD : .36 mm RMS : 0.889 mm Invalid : 2 %

Viskinge C, Run 2

VISC2.PRO orizontal Range : 156.25 mm of 160 m verage profile : of 1024 profiles ETD .45 mm

RMS

.893 mm

Invalid : 5 % 10mm

Vertical Range : 5 mm ,

This profile: No. : 20 ETD : 1.96 mm RMS : 1.26 mm Invalid : 4.8 %

Viskinge D, Run 1

VISD1.PRO Horizontal Range : 156.25 mm of 160 m Average profile : of 1024 profiles ETD : 2.04 mm RMS : 1.28 mm Invalid : 6.5 % Vertical Range : 5 mm , This profile: No. : 30

ETD : 1.66 mm

RMS : 1.04 mm

Invalid : 0.8 %

Viskinge D, Run 2

VISD2.PRO orizontal Range : 156.25 mm of 160 m verage profile : of 1024 profiles ETD : 1.68 mm RMS : 1.12 mm Invalid : 4.1 % lmm 10 mm