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9.3. SR 08-15-1994
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9.3. SR 08-15-1994
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8/15/1994
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<br />. <br /> <br />Mr. Phil Hals <br />August 8, 1994 <br />Page Two <br /> <br />wall. There is a stairwell entrance into the cinema building at the southeast comer of the <br />basement and a rented garage area at the southwest comer, and there may be other unknown <br />open or voided spaces behind this wall. The proposed backfill materials in these locations <br />could create an unstable and overstressed wall condition. The existing wall and footings do <br />not appear structurally adequate/stable to restrain outward lateral earth pressures without any <br />inward lateral restraint. <br /> <br />The City has no as-built record of the design and construction of the south wall and footing <br />for the abandoned basement and adjacent cinema building walls. Without this information, <br />a thorough structural evaluation and rating cannot be performed. Also, without correct <br />footing size and construction information, the overall wall stability will be unknown. To <br />assure that the earth backfill does not impair the existing basement and cinema building <br />walls, the outward lateral earth forces must be minimized. <br /> <br />. <br /> <br />The most cost-effective and maintenance-free method would be to stabilize the backfill <br />material with the proper fill slope away from the existing wall. A slope angle of <br />approximately 45 degrees for well compacted granular material would be required for slope <br />stability. The wedged area between the sloped backfill and wall face should be filled with <br />an engineered concrete fill. The concrete fill should be placed in 2-foot maximum lifts. <br />There are a few concrete fill materials that would work well for this application, two of them <br />being Elastizell EF Class II and K-Crete. Both concrete products can be supplied with a 50 <br />psi compressive strength. Elastizell EP Class II is lighter weight than K-Crete, more self- <br />compacting, and less difficult to contour to the desired slopes. The cost for Elastizell EF <br />Class II is more expensive than K-Crete. Elastizell will cost around $60 per cubic yard and <br />K-Crete will cost approximately $40 to $45 per cubic yard. Because the vertical height of <br />the concrete fill is not critical and the proposed ground slope is relatively gradual, K-Crete <br />fill would be most practical for the City to use. I estimate the cost to furnish and install the <br />K-Crete for this project in the range of $5,000 to $10,000, depending on the orientation of <br />the patio area. Please reference the attached proposed concrete fill placement details. <br /> <br />If you have any questions, please feel free to call. <br /> <br />Sincerely, <br /> <br />0~~~S <br /> <br /> <br />David L. Conkel, P.E. <br /> <br />. <br /> <br />DLC:tw <br />Attachments <br /> <br />230100o-0504.aug <br />
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