Damage to precast beam from CCP- to be made good
Site overview
Naylor Lintols on site for Cunliffe openings
CCP Precast beams for hall G/L 2
Discrepancy to concrete wall G/L C
Defective head to CCP columns to G/L 2- CCP to make good
Ditto
Ditto
Cunliffe- 1st floor slab poured
Ditto
Reinforcement for 1Fl columns
Reinforcement for 1FL landing
Reinforcement for insitu half landing
Flexcell Interface between new build and existing Cunliffe slab
Overview of Bean LRC
Overview of Cunliffe stair
Awaiting formwork/ concrete where gable removed to Cunliffe
Existing Bean- excavation for footing to new inserted steelwork
excavation for goalpost to old Bean G/L 4
Setting out of landing to bean stair- HCL to check level
Underside of Cunliffe 1FL slab precast panels is clean following pour
Ditto
HRW to check set out of kickers/ walls supporting seminar stair precast elements
Opening formed to old Bean- temporary support
Columns G/L 2- defective finish to head to be made good
Cunliffe stair- awaiting pour of landing.
No comments:
Post a Comment