Petrography | Durability | Test Results
Technical Data Sheet
Ham Hill Middle Bed Limestone
Ham Hill Stone Company Ltd
Compiled September 1997
This data sheet was compiled by the Building
Research Establishment (BRE). Where possible, data collected in earlier
surveys has been used to help interpret the test results. The data sheet
was compiled in September 1997 using the results of tests carried out to
the proposed European Standards. The work was carried out by BRE as part
of a Partners in Technology Programme funded by the Department of the Environment
and The Ham Hill Stone Company Ltd and does not represent an endorsement
of the stone by BRE.
General
The Ham Hill Stone Company quarry is located on the summit
of Ham Hill, close to the village of Stoke-sub-Hamdon on the edge of the
Ham Hill Country Park. Stone has been quarried on Ham Hill for more than
500 years with the present quarry being reopened in 1984. The quarry's
reserves have been measured at well over one million tonnes.
Petrography
1. Macroscopic
The stone is a medium to coarse grained shelly limestone
from the top of the Toarician Stage of the Upper Lias Age (Lower Jurassic
Series ). The stone consists of a well cemented mass of shells, crystalline
calcite and iron minerals wich gives it a distictive colour.
2. Microscopic
Ham Hill stone is classified as an allochemical rock
consisting largely of fragments of Brachiopoda and Echinodermata. Although
the stone is coarse-grained, thin laminae of finer-grained fragments do
occur throughout the rock. The laminae tend to contain small concentrations
of sand grains (grain diameter about 30 microns) and on occasions they
can form features on a macro scale. Sand grains are also found throughtout
the stone but at a low concentration. The original cement between the grains
was probably sparry calcite but it now has a micritic fabric.
In addition to calcite, the matrix contains
relatively large quanitites of goethite (iron hydroxide). This takes the
form of diffuse spheres of the mineral, up to about 20 microns across.
It is this mineral that gives the stone its colour.
(Based on Jefferson 1996)
Expected
Durability and Performance
It is important that the results from the
from 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. Limestones from the Jurassic series have been used extensively
in many towns and cities in the UK.
Ham Hill limestone appears to be a durable stone that
will weather well. In addition, the low weight lost in the sodium sulphate
crystallisation test indicates good resistance to salt damage (for example
in coastal locations or from rising salts); the stone is expected to have
good frost resistance. The compressive strength of the stone is towards
the lower end of the range for comparable limestone but the flexural strength
is towards the upper end of the range. The abrasion resistance is seems
quite low but the stone should be suitable for use in lightly trafficed
areas.
Overall, should be suitable for use in most
aspects of construction including flooring, lightly trafficked paving,
load bearing masonry and cladding including areas where a long service
life is needed or where high salt concentrations are expected.
Test Results
- Ham Hill Middle Bed Limestone
Safety in Use |
Slip Resistance (Note 1) |
76
|
Values > 40 are considered safe |
Abrasion Resistance(Note 1) |
30.6mm
|
Values <23.0 are considered suitable for
use in heavily trafficked areas |
Strength under
load |
1) Compression(Note 2) |
23.1 MPa
|
Loaded perpendicular to the bedding - ambient
humidity |
Compression(Note 5) |
25.6 MPa
17.2 MPa
38.6 MPa
25.3 MPa
|
Loaded perpendicular dry
Loaded perpendicular wet
Loaded parallel dry
Loaded parallel wet |
2) Bending (Note 1) |
8.2 MPa
|
Loaded perpendicular to the bedding - ambient
humidity |
Bending(Note 5) |
7.1 MPa
4.9 MPa
6.0 MPa
4.5 MPa
|
Loaded perpendicular dry
Loaded perpendicular wet
Loaded parallel dry
Loaded parallel wet |
Porosity
and Water Absorption |
1) Porosity (Note 3) |
23.5%
|
|
2) Saturation Coefficient (Note 3) |
0.70
|
|
3) Water Absorption |
7.4% (by wt)
6.3% (by wt)
|
|
4) Bulk specific gravity |
1970- 2104 kg/m3
|
|
Resistance to Frost |
Freeze/Thaw Test (Note 1) |
Not determined
|
|
Resistance to Salt |
Sodium Sulphate Crystallisation
Test (Note 3) |
Mean: 9.0% wt loss
|
|