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TABLE 116 ASTM and Grade C 55 N Concrete Brick Grades Definition for use as architectural veneer and facing units in exterior walls; for use where high strength and resistance to moisture penetration and severe frost action are desired for general use where moderate strength and resistance to frost action and moisture penetration are required for use where exposed to temperature below freezing in the presence of moisture for use where exposed to temperature below freezing but unlikely to be saturated with water

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(Extracted, with permission, from ASTM C 55 Standard Specification for Concrete Brick and ASTM C 73 Standard Specification for Calcium Silicate Brick, copyright ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428 Copies of the complete standards may be obtained from ASTM, phone: 610-832-9585, email: service@astmorg, website: wwwastmorg)

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water absorption These requirements are shown in Table 117 The standards also list the permitted tolerances in dimensions and the allowable chippage and cracking When units of either concrete brick or sand-lime brick are exposed in the wall construction, the exposed faces shall not show chips or cracks not otherwise permitted or other imperfections when viewed from a distance of not less than 20 feet under diffused lighting

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Physical Requirements for Cements in Mortar and Grout ASTM C 266 Gilmore Time of Setting (min) Min Compressive Strengtha (psi) at Air Content of Mortarb (% volume) Min Max 8 8 8 16 16 16 8 8 8 19 19 21 12 22 12 22 12 22 15 15 17

I immediately imagined the two CNC machines side by side, with a big yellow price tag on each (In case you re not a plant rat like me, I should probably explain that CNC means computer numerically controlled, which just means that a machine tool is operated by a dedicated computer that has the capability to read computer codes and convert them into machine control and driving motor instructions) I listened attentively as Sid presented his situation I would like you to evaluate my backlog, our part configurations, and the run rates on these machines and then help me to determine which would be the smarter buy He slid a file across the table to me It was refreshing to meet a person who had apparently done his homework Sid had determined the root cause of his capacity problem and had narrowed his options to these two machines I agreed to do lunch with him the following Tuesday I reviewed all of the materials Sid gave me, in just an hour or so I guess I should have known it wasn t going to be that easy But sometimes even a hardened consultant like me just wants to believe After we met at the restaurant, sat down, and ordered, Sid jumped right into it OK, Sam, you ve read all the numbers, so you know about our situation and the two machines Now, give me your best guess the five or the four I would rather not guess, Sid That s just not my style I paused Sid seemed to appreciate that I was candid and blunt, so I continued I d like to look at the plant and review the data that s brought you to this point Then, when I understand why you re trying to decide between the five-axis or the four-axis, I can be sure of offering you the best advice I can give Our sandwiches and coffee arrived and we started eating Sid told me he would be glad to show me through the plant But, he explained.

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