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IMPACT PERFORMANCE CRITERIA

The following criteria are necessary to ensure satisfactory impact performance of

luminaire supports.

• Use only designs that have been approved as crashworthy by the FHWA.

• The FHWA has established upper limits on the support mass and height of luminaire supports. These limits are applicable even when the breakaway characteristics have proven acceptable by crash testing. The maximum acceptable support weight (mass) is 1000 lb (454 kg), and the maximum luminaire support height is 60 ft (18.3 m). These values are increased from the limits of 600 lb (272 kg) and 50 ft (15.2 m) cited a few years ago. Any further increases in these limits should be based on full-scale crash testing and an investigation of vehicle characteristics beyond those recommended in NCHRP Report 350 [13, 19].

• Bre...

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HOW MANY TURNS?

How many turns does it take to operate a double-disk valve? it depends on the size of the valve. Refer to Figure 11.14 for the answers to how many turns

HOW MANY TURNS?

FIGURE 11.14 ■ The number of turns required to operate a double-disk valve.

HOW MANY TURNS?

FIGURE 11.15 ■ Number of turns required to operate a metal – seated sewerage valve.

HOW MANY TURNS?

it takes to operate a valve. If you want to know how many turns it takes to op­erate a metal-seated sewerage valve, look at Figure 11.15.

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SIDEWALL FLASHING

 

WALL SHEATHiNG

FLASHiNG

FiNiSH WALL AND MOiSTURE BARRiER LAP FLASHiNG AT WALL.

KEEP SiDiNG NAiLS OUT OF FLASHiNG TO ALLOW VERTiCAL ADJUSTMENT WHEN REROOFiNG.

 

FLASHiNG ExTENDS 3 IN. (Min.) up WALL AND 4 IN. (Min.) ONTO ROOF.

 

FLASHiNG LApS 2 iN. (Min.) AT sidewalls

 

step

FLASHiNG (before IT is covered ву next course OF ROOFING)

 

NAIL NEAR TOp EDGE ABOVE pREViOuS FLASHiNG.

ROOF cOuRSES LAID OVER EAcH cOuRSE OF STEp FLASHiNG

 

FLASHiNG

 

ROOFING

 

SHEATHiNG

 

NOTES

STEp-FLASHiNG piEcES ARE 2 IN. LONGER THAN ROOF cOuRSING exposure AND ARE INSTALLED WITH THE ROOFING MATERIAL, ONE cOuRSE AT A TIME. ExTERIOR WALL FiNiSH AND MOISTuRE BARRiER WILL LAp STEp FLASHiNG...

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PIPE THREADS

Pipe threads come in different styles. Some are compatible, and others are not. You could encounter straight pipe threads, tapered pipe threads, or fire­hose coupling straight threads. To understand the types of pipe and hose threads, let me give you some illustrations to consider. The tables in Figures 11.11, 11.12, and 11.13 show you how many threads per inch to expect with different thread types. Fire hose threads are not compatible with any other type of threads. The same is true for garden hose threads. But, some threads are compatible with other types. If you have a female NPT thread pattern, it is compatible with male threads of an NPT type. The proper sealant to mate these threads is a thread seal...

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Methods for Computing Reliability of Complex Systems

Evaluation of the reliability of simple systems, as described in the preceding section, is generally straightforward. However, many practical hydrosystems engineering infrastructures, such as water distribution systems, have neither series nor parallel configuration. Evaluation of the reliability for such com­plex systems generally is difficult. For some systems, with their components arranged in a complex configuration, it is possible to combine components into groups in such a manner that it appears as in series or in parallel. For other systems, special techniques have to be developed that require a certain degree of insight and ingenuity from engineers. A great deal of work has been done on developing techniques for evaluating the reliability of complex systems...

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Routine versus Demand Maintenance

Maintenance activities usually fall into one of two categories: demand or routine. Demand-responsive maintenance is response to random occurrences such as luminaire failures—i. e., lamps, fuses, ignitors, ballasts—or pole knockdowns. Routine mainte­nance is scheduled activities such as group lamp replacement or luminaire cleaning that are intended to produce a certain level of performance of the lighting system and eliminate some of the demand maintenance [18].

7.30.2 Maintenance Guidelines

A comprehensive discussion of roadway lighting maintenance is presented in “Design Guide for Roadway Lighting Maintenance,” IESNA DG-4...

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MAINTENANCE CONSIDERATIONS

Maintenance must be considered from the earliest design stages of a lighting project. Top-quality materials should be specified and then arranged or located to protect the components from the potential hazards of the environment, whether these be rain, mois­ture, ultraviolet degradation, or threat of vehicular impact. After a system is installed and tested for operation and for component integrity, proper maintenance procedures can produce continued high performance of the roadway lighting system. If the lighting system is not properly maintained, the responsible authorities may expose themselves to potential liability—plus increased costs if expendable items are not replaced as they reach the end of their service life, because they can cause other components to fail.

7.30...

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Standby redundant systems

Подпись: Figure 7.7 Standby redundant systems.
Standby redundant systems

A standby redundant system is a parallel system in which only one compo­nent or subsystem is in operation (Fig. 7.7). It is a special case of K-out-of-M system with K = 1. If the operating component fails, then another component is operated. This type of system is different than the parallel system described in Sec. 7.3.2, where all components are concurrently operating because standby

Standby redundant systems Подпись: (7.61)

units do not operate. The system reliability for a system with M components out of which M — 1 units are on standby is the probability that at most M — 1 components fail. This probability can be expressed by

Подпись: MTTF = Подпись: 0 Подпись: Ps,sys(t) dt Подпись: 0 Standby redundant systems Подпись: (7.62)

Note that this equation is valid under the following assumptions: The switching arrangement is perfect, the units are identical, the component failure rates ar...

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Test Results

Figure 12.10 shows the results from tests of water permeability of an SMA mix­tures with gradations 0/4.75, 0/9.5, and 0/12.5 mm (Cooley and Brown, 2003). All instances concern U. S. SMA, previously described in Chapters 6 and 7.

Figure 12.10 clearly shows the relationship between the maximum aggregate size of the SMA and the probability of its being permeable. The larger the maximum aggregate size of the SMA, the higher the probability of its being permeable. Thus the size of the maximum particle is a decisive factor for permeability of an SMA

Подпись: 03 4 5 6 7 8 9 10 11 12 13 14 15 Air void content, % v/v FIGURE 12.10 Water permeability of SMA mixtures with gradation 0/4.75, 0/9.5, and 0/12.5 mm, depending on the size of the selected breakpoint sieve—the degree of gap gradation. (From Cooley, L.A. Jr. and Brown E.R., Potential of Using Stone Matrix Asphalt [SMA] For Thin Overlays. National Center for Asphalt Technology, Auburn University, NCAT Report 03-01, April 2003. With permission.)

mixture and so is the gradation within the coarse aggregate fraction (driven by the breakpoint sieve using the U. S. definition)...

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ACCEPTANCE TESTS

Before any lighting system is accepted as complete, or preferably before the electricity is turned on, several tests should be conducted to ensure the quality of the components:

Insulation tests. The contractor should measure the conductor insulation resistance to ground of each lighting circuit using a 500-V megohm-range type instrument. A record should be made of each phase conductor’s resistance to ground. The circuits should measure a minimum of 250,000 Q resistance to ground before the power is turned on. The test should be arranged to test splices and all components of the circuit. Ground resistance test. Using an instrument designed for the purpose, the con­tractor should measure the resistance of each ground rod...

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