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    California Test 360

    STATE OF CALIFORNIABUSINESS, TRANSPORTATION AND HOUSING AGENCY July 1998

    DEPARTMENT OF TRANSPORTATIONENGINEERING SERVICE CENTERTransportation Laboratory5900 Folsom BoulevardSacramento, California 95819-4612

    METHOD OF TEST FOR SURFACE ABRASION OFCOMPACTED BITUMINOUS MIXTURES

    CAUTION: Prior to handling test materials, performing equipment setup s, and/ or condu cting th is

    method, testers are required to read SAFETY AND HEALTH in Section G o f thismethod. It is the resp onsibility of th e user of th is method to consult and use

    departm ental safety and health practices and determine the app licability of regulatory

    limitations before any testing is performed .

    A. SCOPE

    The surface abrasion test measures the

    ability of a comp acted bituminou s mixture to

    resist surface abrasion or raveling in the

    presence of water.

    B . A PP AR AT US

    1. An oven capable of maintaining tempera-

    tures up to 110 3C.

    2. A m echan ica l shaker , w it h a t ta chm en t s

    to contain the mold an d sam ple, having a

    25 3 mm v ert ical stroke, and able to

    operate at 20 0.2 Hz. See Figure 1.

    3. Eight s tee l ba ll s. Each bal l sha ll have a

    mass of 4.5 0.3 g and an ap pr oximate

    diam eter of 10.3 mm.

    4. Rubber gaskets having an outside

    diameter of 101 0.6 mm , an inside

    diameter of 82.6 0.6 mm and ap proxi-

    mately 1.6 mm th ick.

    5. A steel surface abrasion test mold

    assembly having a diameter of 101.6

    0.13 mm , a heigh t of 127 0.3 mm , and

    a built-in shoulder that provides a

    constant bou nce space of 76.2 3.2 mm .

    See Figu res 2 through 6.

    6. A base assembly fixture which wil l hold

    the mold during base installation and

    rem oval. See Figure 5.

    7. A g r adua ted cyl inde r hav ing a capacit y

    of 250 mL.

    8. Circular aluminum pans having a

    nominal diameter of 190 mm and a dep th

    of 63.5 mm.

    9. A polye th lylene wash bot tle having a

    minimu m capacity of 500 mL.

    10. A balance hav ing a cap acity of 4500 g

    and a sensitivity of 0.1 g.

    11. A compactor assembly including th e

    following: a compactor, steel molds, a

    mold holder, cardboard discs, a testing

    ma chine, a follow er ram, a mechan ical

    spader or feeding trough, a fla t me tal

    scoop, a 12.5-mm sieve and a height

    measuring device as described in

    California Test 304.

    C. MIXING AND FABRICATION

    Batch four 1-kg sam ples as follows:

    1. M ix and cu r e t he a spha lt and aggr ega te

    in accordan ce w ith Califor nia Test 304,

    Part 1.

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    2. Bring the mixture to a temperature of

    110 3C for comp action.

    NO TE: If a l iquid a sphalt is used, bring

    the mixture to a temp erature of 60 3C

    prior to compaction.

    3. Place a mold , prehea ted to the

    compaction temperature, in the mold

    hold er. Position th e mold assembly

    in th e mech anical spad er. Place a

    6-mm thick shim u nder the mold adjacent

    to the base portion of the mold holder

    that extends up into the mold. Place a

    100-mm diameter cardboard disc on top of

    the mold h older base.

    N OTE: In lieu of using a mechan ical spad er

    in Section C-3, han d sp ad ing may be used asd escribed in California Test 304, Part 2.

    4. Weigh 1000 g of mixture as a pilot

    sample to determine the quantity of

    material needed to achieve the required

    specimen height.

    5. Separa te the mixture by screening th e

    fine material through a 12.5-mm sieve

    onto a flat m etal scoop.

    6. Arrange the separated material in to two

    p ar allel rows across the w idth of th e

    scoop.

    7. P lace the m ix on the feede r be lt of t h e

    mechanical spad er, exercising care to not

    disrupt the size arrangement from the

    previous step.

    8. Start the mechanical spader and continue

    until all the material has been

    distributed into the compaction mold .

    9. Place the mold holder , containing the

    mix and the mold, into position in th e

    mechanical compactor.

    10. App ly 100 tamps at 2.41 MPa using

    the procedure described in California

    Test 304, Part 2.

    11. Remove the mold and specimen from the

    holder and place them on the press.

    12. App ly a level ing-off load of 56 kN at a

    rate of 6.4 0.05 mm / min. When this is

    achieved, release the load immed iately.

    NOTE: If th e testing machine has a

    spherically seated upper head, use propershims to lock the device in p lace. Make sure

    the contact face is firmly positioned in a

    horizontal plane.

    13. Measure and record the height of the test

    specimen to th e nearest 0.1 mm , and

    calculate the m ass necessary to achieve a

    50.8 3-mm high specimen.

    14. Eject th e test specimen from th e mold,

    allow it to cool to room temperature,

    and determine the specific gravity

    as described in Califor nia Test 308,Method B.

    15. Prepare the remaining thr ee specimens

    for testing as follows:

    a . Using the mass establi shed in

    Section C-13, prepare and compact

    the mix according to Sections C-5

    throu gh C-12.

    b. Let the compacted specimen remain

    at 25 2C for a minimu m of 1 h prior

    to the soaking period.

    c. Place the mold in an a luminum pan

    and p our 500 mL of w ater on th e

    specimen. Allow the items to stand

    undisturbed at room temperature

    25 2C for 16 1 h .

    D . T ES T P RO CE DU RE S

    1. After the soaking period, pour off and

    save the water and remove the specimen

    from the mold.

    2. Inver t the abras ion t est mold and p lace

    the rubber gasket against the build-in

    shoulder.

    3. Inser t the bot tom of the specimen against

    the rubber ring so th at it will be abraded .

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    4. Screw the base on the bot tom of the mold

    to f irmly h old the specimen, th en p lace

    the mold in an up right position.

    5. Pour 250 mL of the retained water on the

    specimen.

    6. Place e ight c lean s tee l ba ll s in the mold

    assembly.

    7. Fasten th e mold in place on the

    mechanical shaker.

    8. Shake the sample at 20 0.2 H z for

    15 min 5 s at 25 2C, then remove i t

    from the m echanical shaker.

    9. Remove the s teel bal ls and pour th e

    contents from the testing mold into atared aluminum pan. Using the w ash

    bottle, w ash all loosened fines into th e

    dry, clean pan .

    10. After 1 h, decant as much of the clear

    water as p ossible.

    11. Place the pan in an oven at 110 3C and

    dry the contents to a constant m ass.

    12. Weigh the pan with the abraded

    material, subtract the pan tare and record

    the d ifference as gram s of abrasion loss.

    13. Repeat Sections D-1 throu gh D-12 for the

    rem aining test specimens. Average th e

    results of the three tests.

    E . P RE CA UT IO NS

    The mass of the steel balls will chan ge w ith

    usage. Period ically weigh each ball and

    discard those not within the specified

    tolerance.

    Routin ely check the mechanical sh aker for

    compliance to the stroke and frequency

    requirements.

    F. REPORTING OF RESULTS

    Report the abrasion loss to the nearest

    1 g/ mm2.

    Reported Loss =L

    5270 mm2

    Wher e :

    L = Average ab rasion loss of three testsreported to th e nearest 1 g. See

    Section D-13.

    G. SAFETY AND HEALTH

    Personnel should use heat resistant gloves

    when working w ith hot ma terials. Use

    prop er lifting techniques w hen h and ling bags

    of aggregate. Reasonable care should be

    exercised to avoid being burned by hot

    asphalt, aggregate or equipment.

    Caution m ust be exercised in th e operation ofthe compactor to prevent any object, other

    than the sample itself, from interceding

    between th e compactor foot and th e mold

    at any time while the ram is in motion. The

    clearance between the edge of the mold an d

    the compactor foot is app roximately 2 mm.

    The applied shearing force on the test

    specimen could cause severe injury to body

    extremities or dam age to equipmen t.

    Caution shou ld be exercised in the operation

    of the press to keep an y objects other than th e

    sample and testing apparatus clear of the

    loading head d uring the testing op eration.

    Prior to hand ling, testing or d isposing of any

    waste materials, testers are required to read:

    Par t A (Section 5.0), Par t B (Section s: 5.0, 6.0

    an d 10.0) and Part C (Section 1.0) of Caltran s

    Laborator y Safety Manu al. Requirem ents for

    proper safety equipment and disposal of

    solvents are discussed in the above-noted

    references. Users of th is method do so

    at their own risk.

    REFERENCES:Californ ia Tests 304 and 308

    End o f Text (California Test 360 contain s 9 pages)

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    FIGURE 1

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    1

    N ot to Scale

    ASSEMBLY SECTION

    LIST OF MATERIALS

    No.

    Required

    Part

    No. Descrip tion Mater ia l

    1 1 Body N ickel Plated Steel

    1 2 Cover Aluminum

    1 3 Wear Plate Neoprene, Type A Shore Durometer 60 5, 114 mm Dia., 3.2 mm

    Thick

    1 4 Base N ickel Plated Steel

    1 5 O Ring Neoprene 104 mm ID by 110.4 mm OD by 3.2 mm Dia.(Fabricated)

    1 6 O Ring Neoprene 104.8 mm ID by 114.3 mm OD by 4.8 mm Dia.

    1 7 Gasket Neoprene, Type A Shore Durometer 60 5 mm

    8 8 Ball Bearing Steel 10.3 mm, 4.5 0.3 g

    FIGURE 2

    18

    2

    3

    6

    5

    4

    7

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    82

    LUGS, SILVERSOLDER IN PLACE,

    2 AT 180

    10

    10

    112.9 DIA.

    101.6 0.13 DIA.

    107 P.D. O RING

    GROOVE 3.3 0.5 WIDE

    X 2.3 0.5 DEEP

    CHAMFER AT 45

    RETAINING RING

    HARDENED AND SILVER

    SOLDER TO MOLD

    CHAMFER AT 45

    THREAD, MODIFIED

    ACME, 0.47 THDS./mm

    AT 119 mm P.D.

    5

    20

    45 40

    28.5

    126.

    71.3

    47.5

    25.4

    8. 5

    5. 5

    102.9 DIA.

    105.7 DIA.

    114.0 DIA.

    120.0 DIA.

    BODY

    108.0 DIA.

    NOTE: All dimensions within

    2 mm, unless otherwise stated.

    FIGURE 3

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    118 DIA.

    5144

    25.4

    115 DIA.

    130 DIA.

    CHAMFER 1.5 mm

    AT 45

    FINISH O RING

    CONTACT

    SURFACE TO

    32 RMS

    THREAD, MODIFIED

    ACME, 0.47 THDS/mm

    AT 119 P.D.

    NOTE: All dimensions within

    2 mm, unless otherwise stated.

    FIGURE 4

    BASE

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    165

    145

    72.5

    16

    16

    150

    75

    MILL SLOT

    13 mm WIDE

    13

    8 mm - DRILL THROUGHAND COUNTER SINK

    115 DIA.

    82.5

    4034

    20

    6

    BASE ASSEMBLY FIXTURE

    NOTE: All dimensions within

    2 mm, unless otherwise stated.

    FIGURE 5

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    NOTE: All dimensions within

    2 mm , un less otherw ise stated.

    GASKET

    FIGURE 6

    70 mmWEAR PLATE CEMENTED

    IN PLACE 3.18 0.02 mm

    THICK

    13 mm

    10.4 0.02 mm DRILL

    THROUGH 2 PLACES

    AT 180 7.50 B.C.

    11 mm

    3.2mm108 mm

    216 mm

    COVER

    98.4-mm O.D.

    89-mm I.D.

    1.60 0.02 mm