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    Exclusive Age

    2701 Centerville Road Newcastle Co

    VENSTARBITUME

    de gestion et, A

    Custodian of th

    Rev 5, Tirane, Alba

    Sole agent for Ita

    Newcastle County, 19808 Wilmington

    VENSTAR

    with inert

    additive, or

    particularlyThe estima

    million tons

    Cost Reduction- it has a ver

    bitumen and its use allows th

    the road surface.

    Not subject to REACH - as

    from registration

    Not subject to CE Marking- i

    standard, CE marking is not re

    on request, by the European

    Eco-Friendly product- as nat

    stabilized.

    Improvement of the final pro

    of the road pavement.

    VENSTAR BITUME was analyzed in t

    shown in the table below

    TestBinder Content

    Aggregate Granulo

    Penetration of Bind

    Softening Point of B

    CO

    To sign joint ventures with leading

    BITUMEenter the market in early 201

    Info-line 3296335486 (info@sevenseas

    PRESENTATIONRev. ENG02/13 of December 10, 2013

    t for Italy, China, Egypt: Seven Seas Consulting LLC

    unty - 19808 Wilmington, Delaware, U.S.A. - info@seve

    THE GROUP

    is a branddistributed by Venstart S.A.c/o Fiduciaire Saenue du Grey 38A, 1004 Lausanne (CH).

    e mineral rights is Venstar Bitumen Sha, Rruga Asdren

    nia.

    ly, Egypt and China is Seven Seas Consulting LLC , 27

    USA).

    THE PRODUCT

    ITUME is properly classified as natural asphalt or nat

    aterials in nature. It can be used such as as asp

    it can be catalyzed in order to be used as a hardening ag

    suitable forhigh-modulus asphaltand for the productioed reserve in the possession of Venstar group consis

    .

    ADVANTAGES IN USE

    competitive cost compared to

    e reduction of the thickness of

    natural product it is exempt

    n the absence of a harmonized

    quired, or can also be replaced,

    echnical Approval (ETA).

    ural product and not subject to industrial process, but s

    duct- the elastic modulus increases, reducing rutting a

    TECHNICAL DATA

    he Laboratory of CRS (Road Research Centre) in Cessal

    Standard ValueUNI EN 12697-1 12,9%

    etry UNI EN 12697-2 98% between mesh 35 and 23

    r UNI EN 1426 184 dmm

    inder UNI EN 1427 34 C

    RPORATE TARGET FIRST HALF OF 2014

    Italian manufacturers for macro distribution areas a

    4

    consulting.org) follows with test report by Geol

    seasconsulting.org

    a Societe Anonyme

    i, Pallati 7 Shkalla 2,

    1 Centerville Road,

    ural bitumen mixed

    haltic conglomerate

    ent for bitumen. It is

    ofmastic asphalt.ting currently in 48

    imply extracted and

    d extending the life

    lto (TV). Results are

    0

    nd make VENSTAR

    ogical Insitute of Vlore ->

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    Exclusive Age

    2701 Centerville Road Newcastle Co

    REPORT FRO

    Albania has, among

    most important de

    The Patos Fshat tar

    tar sand deposits

    descending angle o

    part of the N12t. Th

    The bituminous con

    16%. The predomin

    0.05 to 0.5 mm fo

    (5.8%) and clay frac

    MAIN CHAR

    Test

    Volum

    Bitum

    CHEMICAL

    Test

    Densi

    Bitum

    Moist

    Sand

    Sulph

    Calori

    Test

    Dens

    Soft

    Visc

    Resi

    Asph

    PRESENTATIONRev. ENG02/13 of December 10, 2013

    t for Italy, China, Egypt: Seven Seas Consulting LLC

    unty - 19808 Wilmington, Delaware, U.S.A. - info@seve

    THE GEOLOGICAL INSTITUTE OF VLORE, ALBANIA

    many other resources, considerable reserve of Natural

    osits is that of Patos Fshat, in the district of Fieri.

    sand mine is situated 48 km from Vlora and 8 km from

    f Patos Fshat come in a monolithic form, with a Nort

    20-25. The deposit touches only one layer of tar sand

    e average thickness of the bituminous layer is 10-15 met

    tent of Patos Fshat depends on the geological blocks an

    ant elements of the tar sand granulometry consists of

    the 92.2% of the total. The rest of the sandy mass c

    tions (2%).

    CTERISTICS OF TAR SAND ROCK OF PATOS FSHAT

    Unit of measurement Value

    e g/m3

    1,72

    en Content % in weight 15,1

    ANALYSIS OF THE ROCKS (AFTER WASHING UP)

    Element % Element %

    SiO2 79,9 TiO2 0,24

    Fe2O3 2,2 KO2 1,52

    Al2O3 1,4 Na2O 1,43

    CaO 4,21 HK 2,61

    MgO 0,4

    CHARACTERISTICS OF TAR SAND

    Unit of Measurment Value

    ty g/m3

    1,72

    en Content % in weight 15,1

    ure % in weight 1,4

    % in weight 68,5

    ur % in weight 5,85

    fic Value Kcal/kg 7.200

    CHARACTERISTICS OF BINDER

    Unit of Measurment Value

    ity g/cm3

    1,05

    ning Point C 22-48

    se Oil % in weight 55,3

    s % in weight 23,1

    alt % in weight 21,6

    seasconsulting.org

    Asphalt. One of the

    the city of Fier. The

    h-West trend and a

    placed in the lower

    ers.

    ranged from 8% to

    sand fractions from

    onsists of alevrolite

    ***end of document***