**Document:** CBR Test Results
**Application:** 23/10112/AIR — Information in relation to condition 2 for PA 22/01084/B for land contamination analysis and results with a sampling location map.
**Decision:** Permitted
**Decision Date:** 2023-10-18
**Parish:** Marown
**Document Type:** report / planning_statement
**Source:** https://planningportal.im/a/27313-crosby-crosby-pumping-station/documents/1589873
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# CBR Test Results
Job No. SRL827
## APPENDIX 2.4 California Bearing Ratio Test Results
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|Client: Manx Utilities
Job No: SRL827
Site Name: Glen Vine RSTS Integral RBCs
Field Test Result - CBR Value by Clegg Hammer
|
|---|---|---|---|---|---|---|---|---|---|---|
| | | | |IV Readings|IV Readings|IV Readings|IV Readings|IV Readings| | |
|Location Number|Test No.|Sample Depth
m|Description|Drop No. 1|Drop No. 2|Drop No. 3|Drop No. 4|Drop No. 5|CIV|Correlated CBR Value %
CBR=(0.24(IV)+1)2|
|CBR01|1|G-L|Brown fine-medium sub-angular GRAVEL|26|31|32|38|39|38|>100|
|CBR02|1|G-L|Brown sandy fine-coarse sub-angular GRAVEL|7|9|10|11|12|11|13|
|CBR03|1|G-L|Brown fine-medium sub-angular GRAVEL|26|47|45|46|46|46|>100|
|CBR04|1|G-L|Brown sandy fine-coarse sub-angular GRAVEL|25|35|41|43|45|43|>100|
|CBR05|1|G-L|Brown slightly sandy fine-medium sub-angular GRAVEL|27|41|51|53|52|42|>100|
Sample Depth
Drop No. 1
Drop No. 2
Drop No. 3
Drop No. 4
Drop No. 5
m
Clegg- CBR Page 1 of 1
|Client: Manx Utilities Job No : SRL827
Site Name: Crosby RSTS Integral RBCs
Dynamic Cone Penetration (DCP) CBR Test Summary 29/06/2018
|Client: Manx Utilities Job No : SRL827
Site Name: Crosby RSTS Integral RBCs
Dynamic Cone Penetration (DCP) CBR Test Summary 29/06/2018
|Client: Manx Utilities Job No : SRL827
Site Name: Crosby RSTS Integral RBCs
Dynamic Cone Penetration (DCP) CBR Test Summary 29/06/2018
|Client: Manx Utilities Job No : SRL827
Site Name: Crosby RSTS Integral RBCs
Dynamic Cone Penetration (DCP) CBR Test Summary 29/06/2018
|
|---|---|---|---|
|Location|Stratum Description|Depth below ground level (m)|CBR%|
|CBR01|Grey fine-medium GRAVEL|0.00 - 0.06|-|
|CBR01|Grey medium-coarse angular GRAVEL|0.06 - 0.25|67|
|CBR01|Grey medium-coarse angular GRAVEL|0.25 - 0.82|31|
| | | | |
|Location|Stratum Description|Depth below ground level (m)|CBR%|
|CBR02|Grey fine-medium GRAVEL|0.00 - 0.06|-|
|CBR02|Grey medium-coarse angular GRAVEL|0.06 - 0.12|123|
|CBR02|Grey medium-coarse angular GRAVEL|0.12 - 0.54|10|
|CBR03|CBR03|CBR03|CBR03|
|Location|Stratum Description|Depth below ground level (m)|CBR%|
|CBR03|Grey fine-medium GRAVEL|0.00 - 0.05|-|
|CBR03|Grey medium-coarse angular GRAVEL|0.05 - 0.54|89|
|CBR03|Grey medium-coarse angular GRAVEL|0.54 - 0.91|19|
| | | | |
|Location|Stratum Description|Depth below ground level (m)|CBR%|
|CBR04|Grey fine-medium GRAVEL|0.00 - 0.04|-|
|CBR04|Grey medium-coarse angular GRAVEL|0.04 - 0.58|64|
|CBR04|Grey medium-coarse angular GRAVEL|0.58 - 0.96|11|
| | | | |
|Location|Stratum Description|Depth below ground level (m)|CBR%|
|CBR05|Grey fine-medium GRAVEL|0.00 - 0.06|-|
|CBR05|Grey medium-coarse angular GRAVEL|0.06 - 0.17|128|
|CBR05|Grey medium-coarse angular GRAVEL|0.17 - 0.35|136|
| | | | |
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*Data sourced from the Isle of Man public planning register under the [Isle of Man Open Government Licence](https://www.gov.im/about-this-site/open-government-licence/).*
*Canonical page: https://planningportal.im/a/27313-crosby-crosby-pumping-station/documents/1589873*