A) For The Planning Of The Replacement Bridge Structure Transfer Community Path On B56 (Section 62, Station 0+102) At Swisttal-Buschhoven, Construction Grunder Explorations Must Be Carried Out. The Following Services Should Be Carried Out To Assess The Building Bases:- Implementation Of 2 Exploration Holes As Core Holes With Exploration Depths Of 25.0 M In The Area Of Vertical. Ramming Probes According To Din En Iso 22476-2 (Dph) With A Depth Of 25.0 M In Parallel To The Core Drilling On The Opposite. Implementation Of A- Ramming Core Probing According To Din En Iso 22475-1 (Rks; In The Filling At Least 60 Mm, At Least 36 Mm In The Grown Floor) With 10.0 M Depth In The Area Of The Northern Re-Storage Implementation Of Two Ramming Core Probing According To Din En Iso 22475-1 (Rks At Least 60 Mm, At Least 36 Mm) With 10.0 M Depth Next To The Lanes Of The B56- Implementation Of 2 Heavy Ram Probes According To Din En Iso 22476-2 (Dph) With A Depth Of 10.0 M Parallel To The Ramming Core Probes In Addition To The B56. 100 Strokes Each Are Set As A Demolition Criterion. For The Investigations, Ordnance Probes Are Also Necessary For The Release Of Ordnance At The Drilling Points. Due To The Location Of The Drilling Points Next To The Federal Road And In The Area Of The Municipal Road, Traffic Safety Measures Are Necessary. A Location Inspection For The Preparation Of The Offer Is Possible.
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