Technical Data Sheet
Laning Vein Purbeck Limestone
Swanage Quarry
Panorama Road, Swanage, Dorset, BH19 2QS
Contact : J Suttle Swanage Quarries
Tel. 01929 423 576 Fax. 01929 427 656
email: [email protected]
website www.stone.uk.com
Grid Reference: SZ 015 785
Compiled January 2000
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 January 2000 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 J Suttle Swanage Quarries and does not represent an endorsement of the stone by BRE.
General
The quarry is in Swanage in the south-west part of the town off Panorama View. The quarry is up beyond the caravan park but there is an office in Panorama Road. The quarry is large with a number of faces and at least 10 different beds. There are plenty of reserves. The stone is used for walling and paving. The depth of the stone varies between beds but most are between 250mm and 750mm.
Petrography
The stone worked at the quarry is Purbeck Limestone from the Middle Purbeck division of Jurassic age. The stone varies in colour with the Laning Vein being a buff -grey colour with numerous pieces of buff coloured shell.
Expected Durability and Performance
It is important that the results from the sodium sulphate crystallisation tests are not viewed in isolation. They should be considered with the results from the porosity and water absorption tests and the performance of the stone in existing buildings. Stone from this area is traditionally used as both walling and paving. The crystallisation test results show the stone to be Class A which BRE Report 141 suggest is suitable for all uses and that it should have good resistance to both salt and frost. Based on current research it seems likely that the stone would weather at a rate of between 1 and 2 mm per 100 years but it could be greater in severe exposures or on the edges of stonework. The strength is at the top end of the range for limestones.
Test Results – Hopton Wood (Brassington Moor)
(Test methods Note 1 = EN1341, Note 2 = EN 1342, Note 3 = EN 1341 /BRE 141, Note 4 = BRE 141)
Tests were carried out at BRE in 1997. N.D. = not determined