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2000-046
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2000-046
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Last modified
2/13/2024 11:05:00 AM
Creation date
2/13/2024 10:53:22 AM
Metadata
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Template:
Official Documents
Official Document Type
Change Order
Approved Date
02/15/2000
Control Number
2000-046
Agenda Item Number
11.G.1.
Entity Name
William Glover, Inc.
Subject
Change Order for Wabasso Causeway Park Improvements
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40 <br />F__J <br />4b <br />0.0 <br />t <br />Prepare cylinders and cure in the laboratory in accordance with AST <br />C31. Cure the cylinders under laboratory conditions and test one at 7 <br />t days, one at 14 days, one at 28 days, and one held in reserve in accordance <br />with ASTM C39. <br />+ Should the results of 28 days lest fall below the required strength, the <br />fourth specimen shall be tested at 42 'Jays. The Architect will evaluate the <br />findings to determine whether further testing is required. <br />If the results of 14 clay test meet or exceed 28 day required strength, 28 <br />days test and storage shall be w .ived. Costs of Testing 42 -day molded <br /># specimens shall be reimbursed to inc Owner. <br />j FART 2 -EXECUTION <br />1. Familiarity With Pertinent Codes and Standards: In procuring all items used in <br />this Work, it is the Contractors responsibility to verify the detailed requirements <br />l of the specifically named codes and standards and to verify that the items <br />procured for use in this Work meet or exceed the specified requirements. <br />2. Rejection or Non -complying Items: The Architect reserves the right to reject <br />} items incorporated into the Work which fail to meet the specitied minimum <br />requirements. The Architect further reserves the right, and without prejudice to <br />I other recourse the Architect may take, to accept non -complying items and subject <br />j to an adjustment in the Contract Amount as approved by the Architect and the <br />Owner. <br />w <br />3. Applicable <br />Standards listed in these Specifications include, but are not necessarily <br />limited to, standards promulgated by the following agencies and organizations: <br />I <br />A. <br />AASHTO = American Association of Slate Highway and Tr, ; rtatiota <br />k <br />Officials, 341 National Preys Building, Washington, D.C. 2000=1. <br />f B. <br />ACI = American Concrete Institute. Box 19150, Redford Station, Detroit, <br />1_ <br />Michigan 48219. <br />C. <br />MSC. = American Institute of Steel Construction, Inc. 1221 Avenue or tlae <br />l <br />Americas, New York, KY. MOM <br />D. <br />ANSI = American National Standards Institute (successor USASi and. <br />t_ <br />ASAI 1430 Broadway, New York. N.Y. 10018. <br />E. <br />ASTM = American Society forTesting and Materials. 1�11fi truce Street, <br />t_ <br />Philadelphia, PA 19103. <br />F. <br />AWS = Amcrictan Welding Society, Inc., 2501 N.W. 7th Street. Miami, <br />FL 33125. <br />111,1_2 <br />
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