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Melvin Mark- Misc. Correspondence
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Melvin Mark- Misc. Correspondence
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9/19/2012 4:09:00 PM
Creation date
8/1/2011 10:07:27 AM
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Building
RecordID
10251
Title
Melvin Mark- Misc. Correspondence
Company
Melvin Mark
BLDG Date
1/1/1999
Building
Courthouse Square
BLDG Document Type
Project Coordination
Project ID
CS9801 Courthouse Square Construction
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~'T ~i ~ ,,, <br />~ ~ ~ , ', <br />~ ~ ~ <br />~a <br />~J~ ~ r ~ ~ ~~- ~ <br />MELVIN MARK COMPANIES <br />MELVIN MARK PROPERTIES • MELVIN MARK BROKERAGE CO. ~ MELVIN MARK CONSTRUCTION CO. • MELVIN MARK DEVELOPMENT CO. <br />February 18, 2000 <br />Leonard Lodder <br />Project Architect <br />Arbuckle Costic Architects <br />363 State Street <br />Salem, Oregon 97301 <br />Dear Leonard: <br />This correspondence is in regards to the cracking observed at the top of several columns that support the <br />Coiu-thouse Square hansit mall. As you are aware, per Century West's memo dated February 10, Tun <br />Terich has concluded that these cracks are the result of slab shrinkage and the downward pressure caused <br />by the stressing of the post tensioned deck. Century West has suggested that the owner's repair these <br />cracks either through epoxy injection or a carbon/epoxy wrap. Additionally, Tim has generally described <br />how Pence/Kelly could potentially reduce this cracking on firture pours. The owners appreciate Tim's <br />timely response to the problem. <br />Marion County and SAMT continue to remain concerned about the number and size of the observed cracks. <br />This concern is obviously heightened by fact that these cracks appear in critical column locations beneath <br />the busmall. With the anticipated bus loading and deflection we want to make absolutely certain the <br />structural integrity of the busmall has not been, and will not be, comproxnised. <br />At yesterday's consh-uction meeting you indicated that you will follow up with Tun to get a detailed written <br />description of his recommended modifications to the top of the columns in those areas that have not yet <br />been poured. Please forward a copy to P/K as soon as possible to prevent any delays or additional costs. <br />MMDC has advised, and the owners agree, that it would be prudent to employ the services of another <br />engineering firm to verify the most likely cause of the cracking at the top of the columns. It would be to <br />benefit of all those involved in project to confirm, with as much certainty as possible, that the cracks are <br />purely a cosmetic issue and not a shuctural issue. We would ask Arbuckle to contract and pay for these <br />services directly. If Arbuckle chooses not to obtain a second professional opinion, the owners do reserve <br />the right to hire the engineer directly and seek remuneration. <br />Thank you for your attention and consideration in this matter. Please feel free to contact me with any <br />questions or comments. <br />Since ~ y, <br />~ <br />Craig . Lewis <br />Project Manager <br />CC: Billy Wasson-Marion County ~ <br />John Whittington-Salem Area Transit <br />
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