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7The ATSC standards are intended to replace the NTSC system and are being adopted by many other countries besides the US The ATSC has defined systems for both standard and high definition television, but only the high definition formats are included here

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An Exodermic bridge deck is comprised of a reinforced concrete slab on top of, and composite with an un lled steel grid Exodermic decks are made composite with the steel superstructure by welding headed studs to stringers, oor beams, and main girders as applicable, and embedding these headed studs in full depth concrete This system maximizes the use of the compressive strength of concrete and the tensile strength of steel The system has overall thicknesses ranging from 6 to 9 inches while weighing 35 to 50 percent less than a standard reinforced concrete deck of the same span Reducing the dead load of the deck with this system can increase the live load rating The concrete component of an exodermic deck can be precast or cast-in-place When the concrete is cast-in-place, the steel grid component acts as a form, and the strength of the grid permits elimination of the bottom half of a standard reinforced concrete slab Precast exodermic decks have the bene t of quick installation; they can be erected during short, nighttime work periods, allowing a bridge to be kept fully open to traf c during higher traf c volume hours This area is poured at the same time as the reinforced concrete deck when the deck is cast-in-place, or separately when the deck is precast Exodermic decks require no eld welding other than that required for the placement (with an automatic tool) of the headed shear studs While the design of exodermic decks is patented, the availability of the grid from multiple, independent, licensed suppliers allows it to be considered generic and it does not need to be speci ed as a proprietary product The major advantage to the system, besides reduced dead load, is the installation time Approximately 750 to 1000 sq ft of the cast-in-place system can be installed in a standard eight-hour period For example, as reported in literature, using a precast exodermic system, 1900 sq ft was installed on the Gowanus Expressway per overnight closing in 2001 and 2000 sq ft per seven hour closing was installed on the Tappan Zee Bridge in 1997 The system has been in use since the mid-1980s, and suf cient history and performance does not exist to support this prediction Cracking is dependent on properly cured concrete and the relative stiffness of the superstructure The manufacturer suggests using an overlay system and prefers an asphalt overlay over LMC or other concrete overlays to increase the speed of construction Overlays also allow for accommodating vertical geometric variations as opposed to a bare concrete deck The major disadvantage to this system is initial cost Not accounting for savings due to accelerated construction (reduced maintenance and protection of traf c requirements and shorter construction duration), the cost of an exodermic deck is approximately twice the initial construction cost of a cast-in place deck (materials only) Bridges that do not have simple horizontal and vertical geometry and involve severe skews, small radii curves, or variable cross slopes should use the cast-in-place decks, negating the accelerated construction advantages of the system.

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Maitri explains the spiritual dimensions and transformations of the Head Center In this book, she writes in a spiraling rather than linear way that some have difficulty understanding, so it is best to start by reading her Enneagram of Passions and Virtues first

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Accelerated cure cast-in-place concrete uses low-slump accelerated concrete in conjunction with the maturity method to obtain design compressive strengths in 12 to 15 hours The maturity method uses maturity loggers in the deck to analyze the time and temperature pro le of in-place concrete to calculate the in-place strength of concrete in real time Warmer concrete temperatures result in a higher rate of hydration, or more rapid strength gain, and colder concrete hydrates more slowly The advantages to this approach include lower traf c impacts due to reduced cure times as compared to standard HPC mix designs The use of accelerated cure cast-in-place concrete allows for deck replacements to be performed over a series of weekend work cycles or other three-day cycles The strengths and design life of this system are similar to conventional castin-place concrete

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