Site Report from a Geophysical Survey at Point Lane, Cosheston, Pembrokeshire 2022

ECUS Ltd, Northern Archaeological Associates, 2022. https://doi.org/10.5284/1101226. How to cite using this DOI

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ECUS Ltd, Northern Archaeological Associates (2022) Site Report from a Geophysical Survey at Point Lane, Cosheston, Pembrokeshire 2022 [data-set]. York: Archaeology Data Service [distributor] https://doi.org/10.5284/1101226

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Digital Object Identifiers

Digital Object Identifiers (DOIs) are persistent identifiers which can be used to consistently and accurately reference digital objects and/or content. The DOIs provide a way for the ADS resources to be cited in a similar fashion to traditional scholarly materials. More information on DOIs at the ADS can be found on our help page.

Citing this DOI

The updated Crossref DOI Display guidelines recommend that DOIs should be displayed in the following format:

https://doi.org/10.5284/1101226
Sample Citation for this DOI

ECUS Ltd, Northern Archaeological Associates (2022) Site Report from a Geophysical Survey at Point Lane, Cosheston, Pembrokeshire 2022 [data-set]. York: Archaeology Data Service [distributor] https://doi.org/10.5284/1101226

Introduction

Point Lane, Cosheston, Pembrokeshire: interpretation of gradiometer survey results (report Figure 5).
Point Lane, Cosheston, Pembrokeshire: interpretation of gradiometer survey results (report Figure 5).

This collection comprises a single report from a geophysical survey undertaken by Northern Archaeological Associates Ltd. at Point Lane, Cosheston, Pembrokeshire in February 2022.

The geophysical survey was undertaken as a gradiometer survey using the Bartington Grad601-2 dual magnetic gradiometer system with data logger. The readings were recorded at a resolution of 0.01nT and data were collected with a traverse interval of 1m and a sample interval of 0.25m. All recorded survey data was collected with reference to a site survey grid comprised of individual 30m x 30m squares. The grid was established using Real Time Kinematic (RTK) differential GPS equipment and marked out using non-metallic survey markers. All grid nodes were set out with a positional accuracy of at least 0.1m as per existing guidelines and could be re-located on the ground by a third party.


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