Document pejQVjnqK5oX4dLYj5bJ7Z6OD
FILE NAME Brakes BRK
DATE 1973 June 4
DOC BRK106
DOCUMENT DESCRIPTION Technical Report from Ford Motor - Asbestos Emissions from Brake Dynamometer Tests
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FR.?P:94 REPORT No. 73-64
ASBESTOS EMISSIONS FROM BRAKE DYNAMOMETER TESTS
OB)
No
by
A. E. Anderson
REPORT Mechanical Research Department and
R. L. Gealer
Chemical Engineering Department
and
R. C. McCune and J. W. Sprys Technical Services & Administration
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RESEARCH RESEARCH RESEARCH
SCIENTIFIC RESEARCH
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TECHNICAL REPORT
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8000 0086
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TECHNICAL REPORT No.
SR 73-64
SCIENTIFIC RESEARCH STAFF
PROJECT NO
DATE June 4 1973
FORD MOTOR COMPANY
ASBESTOS EMISSIONS FROM BRAKE DYNAMOMETER TESTS by
A. E. Anderson R. L. Gealer R. C. McCune J. W. Sprys
SUMMARY
Dynamometer tests of a production disc brake provided new information
isokinetic- on asbestos fiber emissions during breakin
use conditions Both ambient air and brake
normal use and high
cooling were sampled
temperature
clarification ally using 0.45 um filters Examination of test and background filters
to maximize fiber detectability the use of
required a
process
transmission electron microscopy at 40,000 X for detection and electron
diffraction for positive
asbestos was found to be
identification converted to a
of asbestos
fibrous
fibers Most of the
material by the high
lining
flash
temperatures of the braking surface Less than released as asbestos fibers The concentration
0.02 of the lining wear was
of asbestos fibers in the
was conservatively estimated at less urban atmosphere due to brake usage
than 0.07 x 109 grams per cubic meter Based on this upper bound the use
as a source of atmospheric asbestos of brakes was judged to be not significant
APPROVED
folm
John E. Mayer Jr.
Mechanical Research
Manze .
Manager
Department
f?
1
vw wt ry
SV J. V. Petrocelli Manager
Chemical Engineering Department
,
T. P. Hopkins Manager Technical Services & Administration
8080 0087
fens *
INTRODUCTION
Asbestos has been a major constituent of automotive friction materials for more than 50 years It is used to impart strength flexibility and heat resistance to a brake lining and to enhance friction and wear properties Most
present brake linings use resin or rubber binders and chrysotile asbestos together with organic and inorganic friction modifiers and fillers The asbestos content varies with formulation from a low of 25 to about 65 by weight Minimum asbestos levels are found in some high performance European disc brake
linings which are highly filled with metals and inorganic constituents
linings in the U. S. average about 50 asbestos content
Brake
Of a total U. S. annual asbestos consumption of 800,000 tons 730 Mcg about 28,000 tons 25 Mkg of chrysotile asbestos are purchased annually for friction materials of all types 1 of this it has been calculated that brake
lining wear consumes about 12,000 tons 11 Mkg of asbestos per year Roughly
an equal amount remains on brake shoes at the time of replacement or is manu-
facturing wastage
Recent tests have shown that densely populated urban atmospheres often
contain significantly higher asbestos concentrations than surrounding areas 2
Background asbestos levels in the atmosphere result from the natural weathering of asbestos rock and soil as well as from mining farming and excavating The generally higher urban concentrations suggest commercial and industrial
sources Brake lining and clutch facing wear was suggested by Thomson 3 as
a possible source for higher asbestos levels in the urban atmosphere
:
Ivnch 4 in a study underten by the Public Health Service
reported the findings of several brake dynamometer and friction machine tests
in which wear debris was trapped on a filter and subsequently examined
by means of a transmission electron microscope TEM He concluded
Reference 10 suggests 59,000 tons 53 Mkg is more correct
8000 0084
that free fibers from brake lining wear seem to be an inconsequential health
factor in urban air pollution Lynch detected no free fiber from an automobile
clutch and a bus drum brake but some free fibers were found in one test of an experimental disc brake
With mounting concern over air quality in general and asbestos pollution in particular this study was initiated in 1970 to provide additional
data on the asbestos emissions from disc brakes
OBSERVATIONS OF LINING WEAR
The near absence of free asbestos fiber from lining wear has been
reported by Luxon 5 using ray diffraction and by Lynch 4 using the TEM
transmission electron microscope Several authors have suggested that
interfacial temperatures during braking could be high enough to decompose
the chrysotile asbestos into fibrous thermal degradation products Ana-
lytical relationships exist which permit calculation of interfacial tempera-
tures 6 However several of the significant parameters are difficult to
determine accurately for heterogeneous materials such as brake linings The
asbestos crudes larger fiber bundles were calculated to reach their rapid
decomposition temperature during normal braking at speeds above 56 MPH
25 m as an upper bound value and abo18vMe FH 8 m as a lower bound
value An experimental approach was undertaken to provide closer bounds
Added insight into the thermal decomposition of asbestos fibers
trake lining wear was attempted by direct visualization of the frictional
process A small laboratory friction test machine was constructed using a thermal
shock resistant Vycor gless rubbing surface replacing the conventional cert
iron in which the friction interface was directly viewed with a low power 7-50X
binocular microscope 7 Scaled rubbing velocities were used to compensate for
the thermophysical property differences between the glass and cast iron
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Moderate scaled velocities roughly equivalent to 12 MPH 5 m
provided a view of intermittently incandescent asbestos crudes During the initial burnishing operation resinous material surrounding these asbestos crudes was observed to pyrolize producing microbeads of condensation products around the crude These organic products of resin degradation and the apparently powdered asbestos decomposition products were seen to smear into platelets often of such size as to be discernible to the unaided eye
At higher rubbing velocities over 30 MPH or 13 the platelets
formed a surface char layer under the action of more severe thermal and mechanical action The larger asbestos crudes then could be seen to glow with apparent depth and for greater time durations often several seconds
The actual brake lining contact area was only a few percent of the total available surface with contact spots moving in a random manner with time From
these friction visualization studies it appeared that local flash temperatures and severe mechanical action could be major factors in the breakdown of asbestos
fibers
for
most
brake
usage
Examination of the lining surfaces revealed the
presence of non fibrous magnesium silicate in both crystalline Forsterite and
amorphous phases Magnesium silicate is a thermal degradation product of chrysoti
asbestos Forsterite transformations have been reported to occur at 600
over a period of hours Differential thermal analysis DTA studies in our
laboratory indicated this transformation occurs within seconds at 820 C
Special brake lining formulations were then prepared and tested
.
on the glass visualization apparatus and a Friction Assessment and Screening
Test FAST machine Chemical reactions were found to take place at the
friction inte.face which would require a flash temperature rise of 740 to
initiate when an equivalent of 35 MPH 16 m rubbing speed was used on the
FAST machine At this same speed melting of inorganic lining additives and
=<
metal particles confirmed brake flash temperatures up to 980
8080 0000
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Based on these findings it would not appear surprising for few
asbestos fibers to be emitted from brakes in normal usage However some
mechanical removal of fiber appeared possible during the first several brake
applications with new linings Also high brake temperatures possibly could weaken the organic binders and cause increased fiber emissions
TEST PROCEDURES
Complete sample collection and examination procedures along with sample data calculations are included as Appendixes I II and III Briefly the tests were performed as follows a new Pinto disc brake assembly was
installed on a single station brake dynamometer in a room which was cleaned
-
of extraneous asbestos sources Air from within the room was blown through
a diffuser screen to provide a velocity distribution over the brake which
approximated that of vehicle usage The air stream in front of and behind
ft
the brake was sampled isokinetically using matched 0.45 ...mfilters holders
and air
the system
in
pumps Figure 2.
The brake
exhaust
schematic in Figure 1 and air was discharged out of
the the
actual test
building
setup
The first pair of filters were used during the first 82 burnish
stops to represent breakin conditions After further burnishing a second
pair of filters collected samples during 560 normal use brake applications
A third set of filters then were utilized in a high temperature use test of
41 brake stops
;
speed
All brake applications were made from a 40 MPH 18 s equivalent
Fremdin and normal use tests employed trake torques corresponding to
quarter g 2.45 sdeceleration This torque level was doubled for
the high temperature tests
During the normal use procedure the test filter was located for 20
brake applications at each of 28 grid locations in the exhaust duct throat to .
insure a representative sampling of the air flow over the brake This test grid
8000 009
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and filter may be seen in Figure 3 A central collection site in the test mid was used for the breakin test and the final high temperature test
Samples of the three pairs of filters breakin normal use and high
temperature use were subjected to a clarification process involving low
temperature ashing to oxidize all organic material and mechanical action to
separate the particles This assures maximum detectability of asbestos fiber 2
RESULTS AND DISCUSSION
Transmission electron microscopy at 40,000 magnification was used in
the search for fibers At this magnification the ultimate fibrils appear to be
above one millimeter 0.040 inch in diameter Quantity length and apparent
diameter measurements provided data for calculation of asbestos fiber mass p~ r
unit of filter area Coupled with dimension mass and flow determinations from
the dynamometer tests this data was used to calculate the emitted asbestos
fiber concentration in the collected wear dust in the cooling air stream and
from the brake fining worn The size distribution of collected fibers was not
determined by this method since the clarification process involved sufficient
mechanical action to reduce most fiber bundles to the ultimate fibril size
Additional samples of the normal use test filters were examined
on the TEM without recourse to the clarification process in an effort to
determine the asbestos fiber size distribution Roughly 10 of the asbestos
fiber was visible on the background sample based on the results from corres-
,
ponding samples after clarification
The largest observed fiber bundle was
c in in dienster and over 1.2 long A similar direct TEM search of the
normal use test filter revealed about % of the asbestos fibers observed after
clarification This reduced percentage of visible fiber was attributed to the
greater concentration of obscuring matter in the test filter However the
.
largest observed asbestos fiber in the test filter 0.13 ...min diameter and over
1.2 ...mlong was about the same size as was found on the background sample
BRAA ..
The similar low fiber content of both background and test filters precluded a fiber size distribution estimate However it appeared that the quantity of the larger asbestos fibers on the test filter was no greater than that of the
background filter
This supports the observation from the lining wear visualization tests
that normal brake wear degrades most of the asbestos fibers A brake lining grade
of asbestos appears on the TEM as in Figure 4. The fiber bundles are composed of
strong but weakly adhering fibrils of about 0.03 ...mroughly 1 microinch
diameter Mechanical action causes the larger fibers to open into smaller
fibers fibers
even or
fibrils as illustrated in Figure 5.
with one of the larger fibers Figure 6 and
Contrast these
one of the more
raw material typical
fibrils Figure 7 from the normal use test filter
The similar low fiber content of both background and test filters required clarification to permit an asbestos fiber count thus providing more accurate fiber mass determination but obscuring the actual fiber size distribu-
tion Therefore the calculations of fiber concentration Table 1 were
as asbestos mass per unit mass of lining wear dust and asbestos mass per
expressed
unit
mass of lining worn Asbestos fiber concentration in the ambient air background
and in the brake exhaust air test was calculated in units of nanograms 10 gra
per cubic meter of air However the actual asbestos emissions from brake usage
would be diluted substantially through mixing The asbestos concentration in urban air due to brake usage was estimated based upon existing automotive exhaust
lead dilution data These calculations appear in Appendix III
All the test results in lacle 1 have been reported as ten times the
calculated test values to allow for possible losses in collection processing
and counting These values therefore should provide upper bourds for asbestes
emissions from brake usage
For example the local Detroit Michigan atmospheri
asbestos concentration ranges from 0.5 to 13.4 nanograms per cubic meter The
ROCO 0093
observed background asbestos value was 1.9 mfor the normal use test but is reported in Table 1 as 19 ng The low asbestos emissions from
the test disc brake under normal use conditions is underscored by the
addition of but 13 ng 1.3 ng observed in the undiluted exhaust air stream
TABLE 1 ASBESTOS EMISSIONS FROM NORMAL USE BRAKING
Dynamometer Data for a Production Disc Brake
.
Asbestos in Ambient Air
Background
. Asbestos Fiber from Brake in Exhaust Air
Total Asbestos Fiber in Exhaust Air
. Estimated Brake Asbestos Fiber in Urban Air
. Asbestos Fiber from Brake in Airborn Wear
19 x 10 1 13 10 m 32 x 109 m 0.07 x 10 m
Dust
0.05
. Aspestos Fiber Released from Lining Wear
0.02 0.02
* Reported values are 10 times the observed test
values to provide upper bounds
The lining wear rate during the first 82 breakin stops was found to be about five times above the normal use rate Asbestos fiber release
during breakin was also higher an average sevenfold increase However since
the breakin wear is less than % of the total lining wear the increase of
emitted asbestos fiber resulting from this temporary sevenfold increase would
be about % when averaged over the life of the linings
High temperature temperature braze ge also increased lining wear rates in
factor this case by a
of eleven Asbestos fiber emissions increased by less
~
than a factor of three Frequent vehicle operation under such high temperature
QNAAR Ans
8.
conditions would lower lining life to levels far below present averages
However even if all brake wear provided the same fiber emission rate as
found in the high temperature use test the percentage fiber release to the
.
atmosphere would still be under 0.06 of the lining wear
The remaining brake wear was a mixture of fibrous organic and
inorganic matter Forty percent of the estimated 62 to 77 collectable
wear debris were accounted for by the test filter on the normal use test
The remaining 15 to 30 presumably were retained on the lining edges the caliper
spindle rotor wheel and tire Accurate measurement of this material was not
possible due to the added retention of dust from the ambient air
More precise values of brake lining asbestos emissions or the
determination of their particle size distributions appear possible for these
low fiber concentrations only by testing brakes in an asbestos free atmosphere
This approach was used in an EPA sponsored study 9 where filtered air
through was flowed
sealed brakes at a flow rate greatly reduced from normal
CONCLUSIONS
\
y,
1 Automotive brake usage provides a very small emission of asbestos fiber
less than 0.02 of the lining worn
2. Automotive brake usage provides a very small asbestos fiber input to
urban atmospheres estimated to be below 0.07 ng
3 Intense local heating and severe local mechanical action causes the decom-
o
position of most asbestos fiber in brake linings during typical usage
8000 0095
SAMPLE COLLECTION
APPENDIIX
DYNAMOMETER ROOM PREPARATION The normal brake cooling air was found to be more variant and
higher in dust concentration than was the room air Consequently the
supply air duct was removed and sealed To reduce the background asbestos level to a minimm the dynamometer room was thoroughly cleaned and vacuumed while maximum exhaust air flow was maintained All potential sources of fiber
emissions were removed from the room and asbestos handling was curtailed
in adjacent rooms
A production Pinto disc brake assembly was installed on the single
station brake dynamometer as shown on the schematic of Figure 1. The major
elements of the test setup may be seen in the photograph of Figure 2. Cooling air was supplied from the room by means of a fan and diffuser screen Containment of all possible airborn wear dust was assured by fitting a rectangular
collector nozzle to the exhaust air duct about two feet downstream of the
brake Metal panels were installed below and beside the brake to further
contain the cooling air flow and to help provide a representative air flow
over the brake compared with vehicle service System parameters were adjusted
until the air velocity distribution matched closely with actual usage and the
air flowing over the brake assembly was fully captured by the exhaust duct
This was confirmed using a smoke generator
;
The exhaust dust threat was partitioned
into 4 by 7 array of
roughly three inch square grids Figure 3 The velocity profile within this
grid was measured to provide mean values for each grid square
8000 0096
-10-
SAMPLE FILTER PREPARATION
Microporous membrane filters with 0.45 ...mpores were selected to assure high retention of asbestos fibrils and most of the wear dust powders A
matched pair of Gelman sampling pumps and 35 mm diameter holders were used
Thin metal cones of 12 included angle were fabricated and sealed to the filter entrance These comes increased the tip entrance velocity to that of the exhaust air duct so isokinetic sampling could be achieved The come tips were carefully matched in size Flowmeters and differential pressure indicators were installed in the system to monitor the filter airflow during each test and to set the tip entrance velocity before each test
Tests were performed on the unused filters to determine their weight change with variation of humidity Filter weights were measured on a microbalance to the nearest 10 micrograms Filters were placed in the center of the designated exhaust duct grid and at a fixed position upstream of
the brake but below the diffuser screen This latter background filter was located where the upstream air velocity equalled the average over the test grid In this way the sampling was isokinetic with essentially equal volume flows
through both filters
TEST PROCEDURE
All brake stops were conducted from the same speed equivalent
40 MPH or 18 m to maintain fixed air flow conditions Burnish and
normal use brake applications were at 0.25 8 2.45 sdeceleration
and with a two minute time interval This provided a peak rotor temperatur
of 180 350 The number of brake applications were selected to provide
about one grem of lining wear per test
Breakin wear was monitored for the first 82 stops No sampling
vas performed for about 200 more brake applications while the linings and
rotor developed essentially steady conditions
-- -- -- A --ABO
The normal use test was then performed on this burnished brake assembly Twenty brake applications were made under the same conditions with the test filter located sequentially at each of the twenty grid locations The filter come entrance velocity was adjusted to match the grid velocity at each relocation Four grids were used to monitor exhaust velocity Slight adjustments were sometimes required to compensate for drift which appeared to be external wind initiated
A third test was performed to provide an estimate of the fiber
emissions from a hot brake assembly As in the breakin test the test filter
was positioned in a central location for this procedure Thirty stops
were made at 0.5 g 4.9 sand minimal time interval until the rotor attained 410 C 770 This temperature was then maintained by adjusting
the application time interval Ten additional stops were made as the brake
was allowed to cool
All filter weight determinations were performed at equilibrium
then conditions and individually stored
corrected for humidity After use the filters were in covered glass containers Lining weights were taken
after removal of wear debris but before they had cooled completely to
minimize weight changes from water absorption stored in a dry jar
Between tests the linings were
|
The relevant test data are included in the following table A
slight pad drag caused the outboard lining to wear above expectations on the
normal use test Since this added work was not included in the lining wear
rate calculations the specific wear is above the usual range for this lining
No adverse effect on the test results would be expected to have resulted frm
this drag Similar pad drag effects may occur on cars when smooth road
conditions prevent pad knockback
8000 0098
Test
Brake Speed RPM Brake Decel g Wheel Load kg Brake Applications Total Energy kW Max Apply Temp C Total Lining Wear 6
Lining Wear Rate kW if
Breakin
535 40 MPH
0.25 2.45 2/12
257 567 lb
Normal Use
Hi Temperature Use
535 40 MPH
535 40 MPH
0.25 2.45 s 0.50 4.9 s
257 567 lb
257 567 lb
82
560
41
0.938 1.25 hr | 6.405 8.54 hr 0.469 0.625 hp
115 240
115 240
410 770
1.10
1.60
1.07
1.17 0.051 1 0.25 0.011 hp 2.28 0.100 12
8000 0095
APPENDIIXI SAMPLE EXAMINATION PREPARATION AND EXAMINATION OF ASBESTOS CARRYING SAMPLES FROM TEST FILTERS
1. All slides dishes scalpels and other utensils used in the following preparations were cleaned in acetone followed by rinse in 200 proof
ethanol
2 An area of measured dimension was selected at random from the test filter cut and placed particle side down on a clean glass slide
|
Several drops of acetone were placed on the filter segment to partially
dissolve and secure it to the plate
The samples were ashed for a period of two hours by using a low temperature asher at a chamber pressure of 0.5 torr 70 Pa oxygen and power of
200 watts
Several
placed
argos on
the
of a % solution of cellulose in amyl acetate were residue and a clean watch glass was used to grind the mixture
\
for a period of five minutes
A second clean glass slide was then placed over the mixture of cellulose and residue and a smear obtained by pressing the two slides together and then sliding them apart
The films thus formed were permitted to dry and then removed by scoring the
*
edge of the slide with a scalpel and floating the film free from the slide
in a distilled water bath It was found that the film was most easily removed
from the slide introduced in Step 6
Sample preparation techniques outlined below are similar to those . reported by Selikoff et al in Reference 2 8000 0160
8 Approximately 10 election microsome mids 7 m finder grids were placed at random on the floating film and the film was liited by
putting a clean slide on top of the film and drawing the slide down through the water so as to trap the grids between the slide and the film which
should now cling to the slide
9. carbon layer of approximately 0.06 ...mwas deposited on the film to prevent charging during examination in the transmission electron microscope (TEM
Direct examination specimens were prepared by depositing a carbon
layer on the dust side of the test filter and dissolving the filter in acetone
microscope Electron i refnce
grids were used both to support the sample and to provide
grid location reference marks
TEM EXAMINATION AND COUNTING PROCEDURES
Approximately ten electron microscope grids were prepared for each
of the five filter samples analyzed Four grids were arbitrarily selected
from each sample and two grid squares on each grid were scanned for asbestos
The individual grid squares are approximately 90 ...mon each side and were
examined at a TEM magnification of about 40,000 For each grid area scanned
photographs were taken where possible of the first last and one randomly
chosen fibril for the purpose of determining an average fibril diameter accurately
Measurements were then made visually that is each fibril fiber or asbestos
bundle was compared to known calibration marks on the electron microscope screen
'
to estimate the lengths
The length could be estimated to within 20 as
determined by the photographic measurements The marks on the screen are 0.5 ca
spart corresponding to 0.125 ...mwhen a magnification of 40,000 is used This approach was taken because it was impractical to photograph all the fibrils
and furthermore length 1: lurements were not as critical as dieptter dieptter measure-
ments in determining fiber volume Where both measurement methods were used
the values providing the greatest indicated brake asbestos levels were chosen
The results are shown in the following table
8000 0101
Sample
A B
C
A
ASBESTOS CONCENTRATION ON FILTERS
|
- Sample Identification
Concentration cmof filter
normal stop brakes
15.32
Background for A
~
normal burnished brakes
1.06
7.98
Background for C
4.64
Q
high temperature
burnished brakes
5.37
F
Background for E- E- not used
insufficient sample
-
; | Blank - unused filter
0.33
From photographic measurements of 120 chrysotile fibrils the asbestos fibril average diameter was determined to be 0.0337 ...mwith distributions
similar to that observed by other workers 10 From 45 fibrils of triple jetmilled chrysotile the average diameter was determined to be 0.0316 um with
a standard deviation of 0.0063 ...m
ASBESTOS IDENTIFICATION
Asbestos can be identified in the transmission electron microscope
in one of two ways The first and absolute method is by electron diffraction
Such a diffraction pattern is presented as Figure 8. Measurement of diameters and correlation of these measurements with a known standard gives the interplanar spacings of the material Comparison of these spacings with the ASTM file
identifies the material as chrysotile astestos
The second method of identification is by appearance Figure 9a represents an image of asbestos obtained in the HEM Fine lamellae are observed within the fibril which are parallel to the long axis This appearance
is characteristic of chrysotile asbestos fibrils Because of the nature of the .
electron beam radiation and heat damage can occur in the material markedly
ANG 0102
altering the appearance Such changes in asbestos are represented in Figure 9b The fine linear appearance of the fibril of Figure 9a has been changed to a
mottled structure
8000 0103
010
0 QF
a
Sa :t
APPENDI IIXI
DATA REDUCTION
The following table contains the pertinent test data and calculated results from the brake dynamometer tests
Test Sample
1. Air Filte Flr ow
Breakin
Normal Use
BkTa est r | Bkd ard Test| Bkard
3
2.22 2.22 | 23.00 21.80
Hi Temp
Use
Test |Bkgrd
0.564 0.564
Calculatio Basis
Measured
2. Filter pickup
mg
0.36 0.10 | 1.56 0.90 0.27 | 0.00 Measured
3. Filter Asb Conc.ng/c 15.32 1.06 | 7.98 4.64 5.37 | 0.12 Measured
4 Blank Conc.ng/cm| 0.33 0.33 | 0.33 0.33 0.33 | 0.33 Measured
5
Filter Area
6. Filter Asbestos
enfi
ng
9.62 | 9.62 9.62
144.2 | 73.59
9.62 9.62 | 9.62
48.48 | 1.07
Measured
4
7 Asb.Conc in Air ng | 64.95 | 3.19 85.96 | 1.90 6 ^ 1
8. Lining Asb in
Exh Air
ng
61.8
1.29
84.1
7
Asb on
Lining
ng | 137.2
29.7
47.4
8x1
flow 10. Duct filter
1235
1235
1235
From Meas
11.
Lining
mg | 0.169
0.0367
0.0586
9 x 10
12. Lining worn
mg
1100
1600
1070
Measured
13. Asb released as
0.015
14 Lining dust on ng 0.26 ***
15. Lining dust in air ng | 321
16. 5 Ast in wear dust
0.053
0.0023
0.61 754
6400 6400
0.0055
C.27 333
0.018
11 ^ 12
2 10 x 14 11 ^ 15
15 +
* ** ***
Value calculated based on normal use background due to insufficient sample Corrected for flum volume difference throust test and background filters Filter in one cont location and thus possibly representative
-18-
ESTIMATION OF BRAKE LINING ASBESTOS DILUTION IN URBAN ATMOSPHERE
The concentration of asbestos fiber from the brake lining wear debris
is assumed to be the same as was found in the normal usage dynamometer test
and to be dispersed and have the same residence times as the lead emitted from
the engine
MPG Assume an average mileage of 15 |
the lead to the atmosphere
from cars which emit 75 of
When gasoline averaged 2.52 grams of lead per gallon the typical
lead concentrations in urban atmospheres were about Mg JAPCA Sep. 1969
19 p 684 Typical U. S. cars wear 202 grams of lining per year and drive
10,000 miles per year The normal use dynamometer tests provided asbestos
fiber amounting to 0.0023 2.3 x 10 of the brake lining worn
Allowing a factor of ten to provide an upper bound in this determina-
tion the asbestos concentration in urban atmospheres from brake wear should be
less than
10 5 10,000 105
10 2.3 x
202
[ ] \ 2 Kg m MPG
Po
2.52 gal .75
0.07
or
25
Urban atmospheres vary in asbestos fiber concentration from city to
city within a city and from one time to another This variation does not
correlate with expected automobile brake usage The concentration has been
reported to reach 100 13 2 Thus it appears that the wear of brake lining
produces at most a small fraction of the asbestos fiber in urban air This
is not surprising when one considers that brake lining wear involves only 1.5
of U. S. asbestos usage and that brake usage converts over 99.95 of this to
fibrous dust
3000 0105
CANSULATIONS CANSULATIONS OF COLLECTION EFFITEROT
LINING COMPOSITION ESTIMATE FROM LABORATORY ANALYSIS
8102
MgO
F8203
Al2O3 20
CaCO3
Za
Organic
Total
16.3 17.8
2.5 0.3
5.5
15.4
3.9
38.3
100.0
Chrysotile Asbestos 42.4
WEAR DEBRIS ESTIMATE
Decomposed Asbestos Decomposed Limestone
Zinc Metal
Inorganic
ORGANTOORGANTO ORGANTO
Volatile
Uncertain
Low Volatility
.
Organic Collectable
Total Collectable
Collected on Filter
Collectalls Collectalls Material
not trapped by filter
36.9 8.6
3.9
49.4
10.5 15.7
12.1
12.1 to 27.3 61.5 to 77.2 47
%
14.5
to
30.2
30.2
* This material presumably on shoe edges caliper rotor wheel and tire
AAAA Aline
REFERENCES
2. Sullivan R. J. et al Preliminary Air Pollution Survey of Asbestos N.A.P.C.A. Publication APTD 69-27 1969
2. Selikoff E. J. et al Asbestos Air Pollution Arch Environ Health Vol 25 July 1972 Thomson J. G. Asbestos and the Urban Dweller Ann N. Y. Acad Sci 196 1965 Lynch J. R. Brake Lining Decomposition Products J. Air Pollution Control Assoc 18:12 1968 Luxon S. Technical Implementation of the New Asbestos Regulations Ann Occup Hyg Brit Vol 13 1970 Rabinowicz E. Friction and Wear of Materials John Wiley 1965 Anderson A. E. Wear in Brake Materials ASME Wear Conf 1969 Anderson A. E. et al A New Laboratory Friction and Wear Test for the Characterization of Brake Linings SAE Trans pp 561-9 1968 Jacko M. G. et al Brake and Clutch Emissions Generated During Vehicle Operation SAE Preprint 730548 1973
10. Yada K. Study of the Microstructure of Chrysotile Asbestos by High
Resolution Electron Microscopy Acta Crystal Vol A 27 1971
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