Petrography | Durability | Test Results
Technical Data Sheet
Hillhouse Edge Sandstone Hill
House Edge Quarry George Grahams Sons
& Co, Hillhouse Edge Quarries Cartworth Moor, Holmfirth, Nr Huddesfield, W
Yorkshire, HD7 1RL. Contact : George
Grahams Sons & Co Tel. 01484
683239/684152 Fax. 01484 684153 Grid
reference : SE 134 067
Compiled May 2000
This data sheet was compiled by the Building Research
Establishment (BRE). It is based on data from current tests at BRE (2000). The
data sheet was compiled in May 2000. The work was carried out by BRE as part of
a Partners in Technology Programme funded by the Department of the Environment,
Transport and the Regions and George
Graham Sons & Co. and does not represent an
endorsement of the stone by BRE.
General
The quarry was first worked in 1897 and there are good
reserves of stone. There is 4.5 m of overburden above a 1.2 face yielding 0.1 -
0.125 m thick material with beds giving 0.6 - 0.9 m of material below this. The
maximum block size is about 3 x 1.5 x 0.9 m, 0.9m on bed.
Petrography
Hillhouse edge is a hard york stone from the
Millstone Grit of the Carboniferous age. It is fine to medium grained and fawn
in colour with some brown speckling.
Expected Durability
and Performance
It is important that the results from the individual tests
are not viewed in isolation. They should be considered together and compared to
the performance of the stone in existing buildings and other uses. Sandstone is
traditionally acknowledged as generally being a very durable building and paving
stone and has been used extensively in many towns and cities in the UK. Hillhouse
Edge sandstone appears to be a durable
stone that will have good resistance
to acid rain or air pollution. In addition, the negligible
weight loss in the sodium sulphate crystallisation test indicates good
resistance to salt damage under normal conditions. The higher weight loss in the
harsher saturated sodium sulphate crystallisation test indicates that some care
is required in more aggressive conditions (for example in coastal locations or
from de-icing salts). From the frost test the stone should also have good
frost resistance. The compressive and flexural strength of the stone is mid-range
for a sandstone and is comparable with many sandstones. The density and
compressive strength indicate that the stone should be suitable for use in moderate
to heavily trafficked areas.
Overall, Hillhouse Edge should be
suitable for use in most aspects of
construction including flooring, paving, load bearing masonry and cladding.
Special consideration is required for areas where a long service life is needed
in harsh salty environments.
Test Results
- Hillhouse Edge
Safety
in Use |
Slip Resistance (Note 1) |
73
|
Wet. Values > 40 are considered
safe. |
Abrasion Resistance
(Note 1) |
Not tested
|
Values <23.0 are considered
suitable for use in heavily trafficked
areas |
Strength
under load |
1) Compression(Note 2) |
124.7 MPa
|
Loaded perpendicular
to the bedding plane ambient humidity |
2) Bending (Note 1) |
13.7 MPa
|
Loaded perpendicular to the
bedding plane ambient humidity |
|
12.6
MPa
|
Loaded parallel to the
bedding plane ambient humidity |
Porosity
and Water Absorption |
1) Porosity (Note 3) |
11.5%
|
|
2) Saturation Coefficient (Note 3) |
0.66
|
|
3) Water Absorption |
3.2% (by wt)
|
|
4) Bulk specific gravity |
2371kg/m3
|
|
Resistance to Frost |
Flexural
strength after Freeze/Thaw Test (Note 1) |
13.0 MPa
|
Loaded perpendicular
to the bedding plane ambient humidity |
Resistance
to Salt |
Sodium Sulphate Crystallisation Test
(Note 3) |
-1.13% Mean wt loss
|
|
Sodium Sulphate Crystallisation Test
(Note 3) (saturated) |
51%
Mean wt loss
|
|
Resistance to Acidity |
Acid Immersion Test(Note 4) |
Pass
|
|
(Test methods Note 1 = prEn1341, Note 2 = prEn 1342, Note 3 = prEn 1341 /BRE
141, Note 4 = BRE 141)
Tests were carried out at BRE in 2000
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