In-Situ in Bognor Regis delivers direct ground assessments essential for navigating the region’s coastal plain geology, where variable sands, soft clays, and chalk bedrock demand precise data. Our field density test (sand cone method) verifies compaction in real time, aligning with BS 1377 standards to ensure fill and subgrade layers meet specification without relying on laboratory proxies. This category also encompasses penetration and strength-index tests tailored to local ground conditions, reducing uncertainty in foundation design.
Residential developments, sea-defence upgrades, and commercial builds on the West Sussex coast routinely require these investigations to validate bearing capacity and identify potential settlement risks. Complementing density checks, our plate load test provides modulus of subgrade reaction for raft or pavement design, while dynamic probing offers a rapid profile of soil consistency across the site. Together they form a robust field-data set for confident engineering decisions.
For retaining walls and basement slabs requiring immediate load transfer. We calculate the lock-off load, free length, and fixed anchor length using the cone method and local shear strength parameters. Each design includes a detailed stressing sequence and acceptance criteria per BS 8081.
For slope stabilisation and temporary excavations in the Bognor Regis area. We design self-drilling hollow bar anchors for collapsing ground conditions typical of the Wittering Formation, with pull-out capacity verified through on-site suitability testing.
BS EN 1997-1:2004 (Eurocode 7: Geotechnical design), BS 8081:2015 (Code of practice for grouted anchors), BS EN 1537:2013 (Execution of special geotechnical works—Ground anchors)
For a standalone anchor design package covering a typical retaining wall or excavation support in Bognor Regis, the fee ranges from £820 for a straightforward temporary works design to £3,050 for a comprehensive permanent anchor scheme with corrosion protection Class I, finite element verification, and full construction-phase support. The final figure depends on the number of anchor rows, the complexity of the ground profile, and whether proof load testing supervision is included.
The decision hinges on allowable deformation. If the structure behind the anchor can tolerate virtually no movement—say, an existing building facade within Bognor Regis town centre—we specify an active anchor prestressed to 80–100% of the working load. Passive anchors are acceptable where some millimetres of displacement are permissible before the anchor engages, such as in temporary open-cut excavations or slope regrading projects. We assess the serviceability limit state and the proximity of sensitive structures to make the final recommendation.
BS 8081 mandates three types: suitability tests on sacrificial anchors before production drilling (up to 1.5 x working load), proof load tests on every production anchor (1.25 x working load), and a subset of extended creep tests where the load is held for up to 24 hours to confirm stable behaviour. In Bognor Regis, we typically recommend creep testing on at least 5% of permanent anchors due to the time-dependent deformation properties of the Lambeth Group clays.
We serve projects across Bognor Regis and its metropolitan area.