Blog Archives

Interchanges

An interchange is defined as a system of interconnecting roadways in conjunction with one or more grade separations that provides for the movement of traffic between two or more roadways or highways on different levels. Interchanges are utilized on freeways and expressways, where access control is important. They are used on other types of facilities only where crossing and turning traffic cannot be accommodated by a normal at-grade intersection.

Interchange Spacing. Interchanges should be located close enough together to properly discharge and receive traffic from other highways or streets, and far enough apart to permit the free flow and safety of traffic on the main facility. In general, more frequent interchange spacing is permitted in urbanized areas...

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Two-Way Left Turn Lanes

A two-way left turn lane may be considered a special type of “intersection” design, since its purpose is to provide a separate lane for traffic in both opposing lanes to slow down and turn out of the traffic stream in front of opposing traffic. Rather than concentrate the left turners at a single crossroad intersection, the two-way left turn lane spreads out the turning movements over a continuous stretch of roadway. Mid-block left turns are often a serious problem in urban and suburban areas. They can be a safety problem due to angle accidents with opposing traffic as well as rear-end accidents with traffic in the same direction. Mid­block left turns also restrict capacity. Two-way left turn lanes (TWLTLs) have proven to be a safe and cost-effective solution to this problem...

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Indoor Air Usually Is Dirtier Than Outdoor Air

Because indoor air starts as outdoor air, then grows more polluted from contaminants in a house (see "Indoor Air Pollutants," p. 32),
indoor air needs to be cleaned.

Flushing a house with fresh air removes much of the indoor pollution.

Indoor Air Usually Is Dirtier Than Outdoor Air
The most obvious way to control some contaminants is to isolate them. Paint thinner and other poisons can be stored in a garden shed. Another way to control contaminants is to eliminate them from the construction process: Use low-VOC paint, low-emitting carpet, and solid wood, rather than particleboard, in furniture and cabinetry. A third way to control the pol­lution level in a house is to exhaust spaces where contaminants are produced, such as kitchens, laundries, utility/storage rooms, and bathrooms...

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At-Grade Intersections

At-grade intersections should be designed to promote the safe movement of traffic on all legs with a minimal amount of delay to drivers using the intersection. The amount of delay a driver experiences is the measure of effectiveness for signalized intersections as used in capacity analysis. Factors to be considered in designing an intersection are:

• Traffic volumes on all legs, including separate counts for turning vehicles

• Sight distance

• Traffic control devices

• Horizontal alignment

• Vertical alignment

• Radius returns

• Drainage design

• Islands

• Left turn lanes

• Right turn lanes

• Additional through lanes

• Recovery areas

• Pedestrians

• Bicycles

• Lighting

• Development of adjacent property

Traffic Volumes...

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. INTERSECTION DESIGN

An intersection is defined as an area where two or more roadways join or cross. Each roadway extending from the intersection is referred to as a leg. The intersection of two roadways has four legs. When one roadway ends at the intersection with another roadway, a three-leg intersection, or T intersection, is formed. Some intersections have more than four legs, but this design should be avoided, since the operation of traffic movements
is usually inefficient...

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Techniques TERMITE CONTROL

WHEN I WAS STUDYING at UCLA in the early 1950s, I lived in a small house that was held together by stucco on the outside and plaster on the inside. The wall framing had long been devoured by families of termites. Today, a number of defen­sive strategies are used to deter termites. Check with the building inspector and with builders in your area to find out which of the following strate­gies are used locally and how they work with differ­ent types of foundations.

Keeping wood dry. Termites like wet wood. Scrap wood buried at a job site can attract an infes­tation. And once they’re finished with that Lumber, they’ll look for other wet wood, such as wood siding in contact with the ground or moisture-laden floor joists in a damp crawl space...

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Materials BUILDING WALLS WITH INSULATED CONCRETE FORMS

Materials BUILDING WALLS WITH INSULATED CONCRETE FORMS

INSULATED CONCRETE FORMS (known as ICFs) offer builders an easy way to build insulated con­crete walls for crawl space and basement founda­tions. Made from polystyrene or another rigid foam, these forms are designed to stay in place; they aren’t stripped off like standard forms.

It doesn’t take a lot of building skill to stack these blocks properly. On a recent job in Oregon, we snapped chalklines on the concrete footing to mark where the first course of form blocks would fit. We then started from the corners and laid two courses of blocks to form the crawl space walls.

With four of us working, it took less than two hours to lay the blocks.

Polystyrene blocks interlock, so very little extra bracing is needed to hold them in place as concrete is poured into them...

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What Thickness of a Course?

In bituminous mixtures, the adopted rule used to be that the thickness of a course should not be less than 3.5 times the nominal maximum aggregate size (NMAS) in a given mixture. However, due to problems with compaction, usually 3.5-4.0 times the NMAS in a mixture is normally suggested as the appropriate thickness of an SMA course. A course that is too thin in comparison with the maximum particle size causes the following:

• Tearing the mat during laydown and cracking during rolling

• Problems with compacting the course

• Breaking of weaker particles during rolling

• Problems with the appropriate arrangement of particles and weakening of the aggregate structure

Many SMA guidelines provide for a range of thicknesses for each particular mix­ture...

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Analytical Models of the SWCC

There is a number of parametric models that have been suggested in the literature for describing the matric potential’s dependency on water content (matric poten­tial being defined in Eq. 2.26). The models are all empirical and two frequently used are the power law model suggested by Brooks and Corey (1964) and the model suggested by van Genuchten (1980). For further details, see Fredlund and Rahardjo (1993), Fredlund and Xing (1994) and Apul et al. (2002).

The Brooks and Corey (1964) model is given as:

Подпись: 0 = 1 for Ф < Фь 0 = Подпись: for Ф > Фь Подпись: (2.30)

A

Analytical Models of the SWCC Analytical Models of the SWCC Подпись: (2.31)

where the normalized water content, 0, is defined as:

The parameters вг and Srr are the irreducible (residual) volumetric water content and irreducible (residual) saturation respectively...

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