Spreadsheet: 877153d1723823164-print-margin-cell-sizes-change-when-re-opening-excel-sheet-example
Sheet: Cover

 |  | 867-CAR-ZZ-ZZ--CA-TW-04-0001
 |  |  |  |  |  |  |  | Rev
 |  | Issued for Construction
 | Design Verification Certificate
 | Scope of Temporary Works
 | To check the 1.2m access ramp for the BST slab. [NAME] is constructed on existing ground.
 | Design Documents
 | Design Criteria
 | BS EN 1992-1-1 BS EN 1997-1-1 TWF 2019.02 Granular Platforms.
 | Comments & Assumptions
 | Ramp to be constructed of 6F2/6F5 rolled and compacted in layers.  Min required platform to be 420mm assuming made ground below the platform.  [NAME] slopes at non-access edges to be 1V:2H.  Wheel loads to be kept 1.0m from slab edge via VCB.  [NAME] slope for access to be as per specified plant requirements.  BST Slab not considered in this report - checked/designed by others.   Plate bearing tests included in new revision.  Platform check as per TWF 2019.02 Granular Platforms.   Rev 2 - Plant changed to Valla V210R.  Minimum platform depth required 420mm (existing subgrade may already cover this from plate bearing tests).  Valla plant weight/applied load is lower than the [NAME], therefore wall checks ok.  Local tyre pressure checked for Valla V210R.
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Designers | Qualifications
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | [NAME] | BE(Hons) CEng MIstructE
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | [NAME] | BSc
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | [NAME] | BEng (Hons), MSc
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | [NAME] | MEng
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | [NAME] | BE(Hons) CPEng
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | [NAME] | MEng
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | [NAME] | BEng (Hons)
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Husmat [NAME] | MEng
 | Designer |  |  |  |  |  |  |  |  |  | Checker
 | I certify that reasonable professional skill and care has been used in Designing the above Temporary Works. In accordance with Table 1 of BS5975 |  |  |  |  |  |  |  |  |  | I certify that reasonable professional skill and care has been used in Category 1 Check of the above Temporary Works. In accordance with Table 1 of BS5975 |  |  |  |  |  |  |  |  |  |  |  |  |  | Leo Lorenzi | MEng CEng MIStructE
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | [NAME] | BEng (Hons), MSc
 | Signed |  |  |  |  |  |  |  |  |  | Signed |  | #[NAME]!
 | Name |  | [NAME] |  |  |  |  |  |  |  | Name |  | Husmat [NAME]
 | Qualifications |  |  |  |  |  |  |  |  |  | Qualifications
 | Date |  |  |  |  |  |  |  |  |  | Date
 | CDM Risk Register
 | Design Decision Log
 | Construction Risk of Preferred Solution
 | Vehicles driving off ramp - VCB barries to be installed to maintain 1m edge distance from top of slope.  Concrete slab to be full strength prior to ramp install.
 | [NAME] of Preferred Solution
 | Ensure working platform is regularly inspected. Water should be able to drain from the platform. Any soft spots should be removed and filled with compacted granular fill.
 | Demolition/Removal Requirements of Preferred Solution
 | N/A