Pavement Design and Climatic Effects

Most actual pavement design methods are based on the same principles. Linear elas­tic calculations are used to determine the stresses and strains in the pavement layers, under a reference traffic load, and then the calculated stresses and strains are com­pared with maximum allowable values, depending on the nature and characteristics of the pavement materials. Most usual design criteria are the following:

• For bituminous layers: a fatigue criterion, often limiting the tensile strain at the bottom of the bituminous layer to prevent upward cracking in thin bitumi­nous layers. For thicker asphalt layers, where the cracking may be from the top-downwards due to aging, traffic and thermal effects, fatigue relationships will need correlating to actual cracking performance if this calculation route is selected;

• For cement-treated layers: a fatigue criterion, limiting the maximum tensile stress at the bottom of the treated layer; and

• For subgrades; a criterion limiting the vertical elastic strain at the top of the layer, to avoid risks of rutting.

Thus, pavement design is based on elastic calculations and on the application of a limited number of design criteria (mostly fatigue criteria). Calculations are generally performed with constant material properties (corresponding to the initial characteristics of the materials after construction) and a design traffic, defined by an equivalent number, NE, of standard axle loads (ESALs). For thicker asphalt pavements and pavements containing cement-treated layers, unless there has been a specific calibration between the causes of pavement deterioration, such as age­ing and deterioration of materials and climatic effects (temperature and moisture variations, frost), then these factors will need assessment before the safety of the road pavement and embankment can be secured. The effect, either way, is likely to increases the road cost by over-design of the structure.

Design against frost is generally based on the evaluation of the frost sensitivity of the subgrade (by frost heave tests, swelling tests, or on the basis of empirical classifications). When the subgrade is sensitive to frost, a thermal propagation model is often used to determine the thickness of protective material needed to reduce penetration of frost into the subgrade. However, swelling of frost-sensitive soils during freezing, or loss of bearing capacity during the thaw period are generally not taken into account, except in some countries (some examples are given in the Annex).

Habitat Helps New Homeowners Continue Learning

PROVIDING A FAMILY with four walls and a roof is just the first step in helping them get established. Here at the Twin Cities’ affiliate, we also aim to equip families with knowl­edge, so that they become successful homeowners. Because Habitat fami­lies are first-time home buyers, most are unfamiliar with the basic mainte­nance, repair, and budgeting respon­sibilities that come with homeowner – ship. To bridge this information gap, we provide more than a dozen differ­ent classes.

Many classes emphasize that “an ounce of prevention” helps protect a family’s investment and reduces

long-term costs. Basic maintenance classes describe how a house works from top to bottom and explain how (and why) to turn off outdoor faucets, clean out window wells, drain sedi­ment from the water heater, test fire alarms, and check for excessive mois­ture in the attic.

Habitat home-buyer classes cover more than just caring for the physical house, however. Three money-management classes cover everything from basic budgeting to the pitfalls of credit cards to teaching children how to use money wisely. Other classes cover topics such as poi­sonous household products, city ordi­
nances that affect property, block clubs, safety, and crime prevention.

Because Habitat has a commitment to environmental stewardship, our classes also cover recycling; ecologi­cally friendly (and economical) prac­tices, such as making cleaning prod­ucts from natural ingredients; and energy and resource conservation. These practices often seem like com­mon sense to homebuyers who have come from countries without the wealth of natural resources we enjoy here. And while they learn new ways of doing things in class, Habitat fami­lies often share old traditions as well.

-Cheryl Winget

Подпись: SNAPSHOTS

The walls look strange covered with foam boards and wood panels. . .

Vinyl siding will be a big improvement…

All the windows must be installed before the siding goes on.. .

It takes teamwork to get the window frame into its opening and centered properly. . .

Vinyl starter strips and different kinds of trim must be nailed in place before we install the siding panels. ..

Habitat Helps New Homeowners Continue Learning

Подпись: INSTALL FASCIA BOARDS. This rough exterior trim will soon be covered with aluminum cladding. Nail the 2x4 trim boards to the rafter and truss ends. Подпись: і • — 1Подпись: Helping HandПодпись:

Exterior trim

Aluminum-clad exterior trim goes well with vinyl siding because, like vinyl, it’s also a no-maintenance finish treatment. Aluminum sheets have a factory-applied finish and come on large rolls in various widths. Often referred to as coil aluminum, this sheet material is bent at the job site to fit around exterior trim boards.

To prep for this treatment, rough fascia boards (also called gutter boards) are nailed to the ends of the roof trusses and to the rafter tails on the roof extension above the side door (seethe photo at right). Some of these trim details are covered in chapter 5 and should be completed before the roof is sheathed and shingled. Other trim details, such as the boxed gable-end return shown on p. 171, can be done as the aluminum cladding goes on.

Materials HOW TO ORDER VINYL SIDING

HORIZONTAL SIDING PANELS are usually 12 ft.

6 in. long, though some companies make longer panels. Siding is sold by the square, or the number of panels needed to cover 100 sq. ft. To estimate how many squares of siding you’ll need, calculate how many square feet of wall surface you need to cover, add 10% for waste, then divide by 100.

Order enough starter strips to go around the entire building; these typically come in 10-ft. lengths. You’ll also need trim for each inside and outside corner. You can order trim pieces that are the same color as the siding or use a contrasting color, as we did on this house.

If the windows didn’t come with an integral J-channel, or channel surround, then order enough

J-channel to cover the top and the sides of all the windows and doors. J-channel is also used along the rake and soffit, as shown on p. 169. You also need to order enough undersill trim to go be. ow each window and to cap the top edge of the last piece of wall siding on the eave walls, which is how they are often finished.

Large-head, ГЛ-іп. to 2-in. galvanized nails are used to attach both the siding and the trim.

A 50-lb. box should be adequate for a small house. Tinally, don’t forget about the vinyl soffit panels for closing in the area under the eaves. As shown in the following pages, soffit panels may require J – or F-channel trim.

Подпись: DO FINAL SHEATHING WORK. To save time, apply foamsheathing panels over window and door openings, then make cutouts with a handsaw.Materials HOW TO ORDER VINYL SIDING

STEP 1 Install the Remaining Sheathing and the Rough Exterior Trim

Straight courses of finish siding and sharp­looking exterior trim depend on good prep work on the sheathing and exterior trim sur­faces that will be covered with aluminum cladding. A good deal of wall sheathing will already be done at this stage. Now that finish siding is about to be installed, it’s important to make sure the wall surfaces are flat and free of gaps that will cause dips or irregularities when the vinyl is installed. When installing foam sheathing, you can sheathe right over window and door openings, then use a hand­saw to cut out the foam from the opening (see the photo at left).

If necessary, install wood sheathing or foam board over any unsheathed areas on

Подпись: BAFFLES KEEP INSULATION OUT OF THE EAVES. Nail these panels to the top of the wall between the roof trusses. which siding will be installed. These areas include the rim joist and headers above win­dows and doors. Along eave walls, its also essential to extend the sheathing between the roof trusses above the top plate of the exterior wall, as shown in the photo at right. This additional sheathing acts as a baffle, pre­venting attic insulation from spilling out into the eaves. Cut each OSB panel so that there are a couple of inches of open space between the top edge of the panel and the top edge of the roof trusses. This clearance is essential for good ventilation; it allows air to be drawn through the soffit vents and into the attic space.

Safety on the lob SAFE SCAFFOLDING KEEPS YOU OUT OF HARM’S WAY

ON SINGLE-STORY CONSTRUCTION, most scaffold work can be done with good sawhorses and good planks. Make sure the planks you choose have a solid, even grain and small, tight knots.

If a plank breaks, a fall of only a couple of feet can put you out of commission for a while. And just because you buy good scaffold planks today doesn’t mean that they will be safe to use a year from now, especially if they’re left out in the elements. I prefer to use manufactured decking planks made of steel and aluminum. They are more expensive, but they make a more secure working platform.

When you have to work higher up, you’re better off buying or renting solid-pipe scaffolding. These 6-ft.-high units are easy to set up, and they create a 5-ft. by 8-ft. working platform. Make sure the legs are set on a firm foundation and not just on bare earth. Pipe-scaffolding units can be stacked on top of each other for working on a two-story building. If you will be working more than 10 ft.

high, ask for guardrails, which are easy to install and help protect you from an accidental fall.

Some builders like to use pump jacks and ladder jacks as an alternative to pipe scaffolding. Available at most supply houses, these jacks are useful when installing sheathing, housewrap, or siding. Used in pairs, pump jacks attach to double 2×4 or single 4×4 (372-in.) posts that are held upright with braces temporarily nailed to the roof or to the wall fram­ing. Each pump jack can move up and down on its post to adjust the elevation of the work platform.

If you’re using pump jacks, make sure the units come with a built-in guardrail that protects you from falling backward. Make sure the uprights rest on a solid base and not on bare earth.

Ladder jacks are steel brackets that hook on the rungs of ladders. Once the brackets are secured to a pair of ladders, you can set planks on the brackets. If you want to move up and work at a higher level, you must remove the planks and reposition the brackets.

Generation of Random Numbers

The most commonly used techniques to generate a sequence of pseudorandom numbers are those that apply some form of recursive computation. In principle, such recursive formulas are based on calculating the residuals modulo of some integers of a linear transformation. The process of producing a random number sequence is completely deterministic. However, the generated sequence would appear to be uniformly distributed and independent.

Congruential methods for generating n random numbers are based on the fun­damental congruence relationship, which can be expressed as (Lehmer, 1951)

Xi+i = {aXi + c}(mod m) i = 1,2,…, n (6.1)

in which a is the multiplier, c is the increment, and m is an integer-valued modulus. The modulo notation (mod m) in Eq. (6.1) represents that

Xi+1 = aXi + c – mIi (6.2)

with Ii = [(aXi + c)/m] denoting the largest positive integer value in (aXi + c)/m. In other words, Xi+1 determined by Eq. (6.1) is the residual resulting from (aXi + c)/m. Therefore, the values of the number sequence generated by Eq. (6.1) would satisfy Xi < m, for all i = 1, 2,…, n. Random number gener­ators that produce a number sequence according to Eq. (6.1) are called mixed congruential generators.

Applying Eq. (6.1) to generate a random number sequence requires the spec­ification of a, c, and m, along with X0, called the seed. Once the sequence of random number Xs are generated, the random number from the unit interval ui є [0,1] can be obtained as

Ui = — i = 1, 2,…, n (6.3)

m

It should be pointed out that the process of generating uniform random numbers is the building block in Monte Carlo simulation.

Owing to the deterministic nature of the number generation, it is clear that the number sequence produced by Eq. (6.1) is periodic, which will repeat itself in, at most, m steps. This implies that the sequence would contain, at most, m distinct numbers and will have a maximum period of length m — 1 be­yond which the sequence will get into a loop. For example, consider Xi+1 = 2Xi + 3(mod m = 5), with X0 = 3; the number sequence generated would be 4,1,0, 3,4,1,0,….

From the practical application viewpoint, it is desirable that the generated number sequence have a very long periodicity to ensure that sufficiently large amounts of distinct numbers are produced before the cycle occurs. Therefore, one would choose the value ofthe modulus m to be as large as possible. However, the length of the periodicity in a sequence also depends on the values of mul­tiplier a and increment c. Knuth (1981) derived three conditions under which a sequence from Eq. (6.1) has a full period m. Based on the three conditions of Knuth (1981), Rubinstein (1981) showed that for a computer with a binary digit system, using m = 2в, with в being the word length of the computer, along with an odd number for parameter c and a = 2r + 1, r > 2 would produce a full period sequence. The literature (Hull and Dobell, 1964; MacLaren and Marsagalia, 1965; Olmstead, 1946) indicates that good statistical results can be achieved by using m = 235, a = 27 + 1, and c = 1. Table 6.2 lists suggested values for the parameters in Eq. (6.1) for different computers.

TABLE 6.2 Suggested Values for Parameters in Congruential Methods

Constants for portable random number generators

Overflow at

m

a

c

Overflow at

m

a

c

220

6075

106

1283

228

117128

1277

24749

221

7875

211

1663

312500

741

66037

222

7875

421

1663

121500

2041

25673

223

11979

430

2531

229

120050

2311

25367

6655

936

1399

214326

1807

45289

6075

1366

1283

244944

1597

51749

224

53125

171

11213

233280

1861

49297

11979

859

2531

175000

2661

36979

29282

419

6173

121500

4081

25673

14406

967

3041

145800

3661

30809

225

134456

141

28411

230

139968

3877

29573

31104

625

6571

214326

3613

45289

14000

1741

2957

714025

1366

150889

12960

1741

2731

231

134456

8121

28411

21870

1291

4621

243000

4561

51349

139968

205

29573

259200

7141

54773

226

81000

421

17117

232

233280

9301

49297

29282

1255

6173

714025

4096

150889

134456

281

27411

233

1771875

2416

374441

227

86463

1093

18257

234

510300

17221

107839

259200

421

54773

312500

36261

66037

116640

1021

24631

235

217728

84589

45989

121500

1021

25673

SOURCE: After Press et al. (1989).

A second commonly used generator is called the multiplicative generator-.

Xi+1 = {aXi }(mod m) i = 1,2,…, n (6.4)

which is a special case of the mixed generator with c = 0. Knuth (1981) showed that a maximal period can be achieved for the multiplicative generator in a binary computer system when m = 2e and a = 8r ± 3, with r being any positive integer.

Another type of generator is called the additive congruential generator having the recursive relationship as

Xi+1 = {Xi + Xi-t }(mod m) t = 1,2,…, i – 1 (6.5)

As can be seen, the random numbers generated by the additive congruen – tial generator depend on more than one of its preceding values. When t = 1, Eq. (6.5) would generate a sequence of Fibonacci numbers, which are not satis­factorily random. However, the statistical properties improve as t gets larger.

In summary, to ensure that a sequence of random numbers generated by the congruential methods would have satisfactory statistical properties, Knuth (1981) recommended the following principles to choose the parameters a, c, m, and X0. [9]

PLACEMENT OF ROADSIDE BARRIERS

Factors to consider in specifying the exact layout of a barrier at a given location include lateral offset from the edge of the traveled way, terrain effects, flare rate, and length of need. (See also Art. 6.10.)

6.7.1 Lateral Offset

Roadside barriers should generally be placed as far from the traveled way as condi­tions permit, to allow motorists the best chance of regaining control and to provide better sight distance. It is desirable to maintain a uniform clearance between traffic and roadside features such as bridge railings, retaining walls, and roadside barriers. The distance beyond which a roadside object will not be perceived as an obstacle and cause a motorist to reduce speed or change position is known as the shy line offset. According to the AASHTO Roadside Guide, this distance varies with design speed as follows:

Design speed Shy line offset

mi/h

km/h

ft

m

80

130

12.1

3.7

75

120

10.5

3.2

70

110

9.2

2.8

60

100

7.9

2.4

55

90

7.2

2.2

50

80

6.6

2.0

45

70

5.6

1.7

40

60

4.6

1.4

30

50

3.6

1.1

Place the barrier beyond the shy line offset when possible, particularly for short, isolated installations. Uniform alignment reduces the possibility of snagging. Proper transition where a barrier connects to other features is essential. Short gaps between barriers should be avoided; make the barriers continuous instead. The barrier-to-obstacle dis­tance must be greater than the expected dynamic deflection of the barrier. Where shielding an embankment, the distance from the barrier to the beginning of the down slope should generally be at least 2 ft (0.6 m), but this may vary with local conditions for soil support of the post.

WALL FLASHING

THE BEST HEAD FLASHING IS SOLDERED AT THE END SO THAT THE END PROFILE MATCHES THE SIDE PROFILE.

LOWER EDGE OF FLASHING ExTENDS PAST HEAD cASING AT LEvEL OF DRIP.

casing

 

FLASHING

 

WALL FLASHING

NOTE

THE DETAIL AT RIGHT IS PREFERRED TO THE DETAIL AT LEFT BECAUSE IT IS LESS SUSCEPTIBLE TO PHYSICAL DAMAGE.

 

WALL FLASHINGWALL FLASHING

WALL FLASHING

WALL FLASHINGПодпись: PAINT TENDS TO cLOG FLASHING DRIPS, BUT IT ALSO TENDS TO SEAL THE cRAcK BETWEEN FLASHING & THE MATERIAL THE FLASHING cOvERS. FLASHING SucH AS THIS SHOuLD BE USED ONLY AT LOCATIONS WITH MINIMAL EXPOSURE. Подпись:WALL FLASHING

FLASHING DRIPS

Soldered Head Flashing

TWO MORE practical solutions ARE TO cut THE FLASHING FLuSH WITH THE cASING, OR, BETTER, TO TRIM & FOLD THE FLASHING ON SITE, AS SHOWN BELOW.

SIDE OF cASING.

 

FOLD HORizONTAL PART OF FLASHING DOWN OvER SIDE OF cASING.

 

SuRFAcE OF SIDING TO BE APPLIED LATER.

 

Folded Head Flashing

 

WALL FLASHINGWALL FLASHINGWALL FLASHING

Section

WIND0W/D00R HEAD FLASHING

WIND0W/D00R HEAD FLASHING

At End of Flashing

SIDING PANEL

WALL FLASHINGПодпись: OTHER HORIZONTAL TRIMПодпись: SIDINGПодпись:Подпись: MOISTURE BARRIER CONTINUOUS OVER SHEATHING OR FRAMING WALL FLASHINGПодпись:CONTINUOUS HORIZONTAL Z METAL FLASHING WITH 2-IN. (MIN.) OVERLAPS At

joints.

siding panel

moisture barrier continuous under

Isometric horizontal

siding joint

WALL FLASHINGsheathing (OR stud wall for single-wall construction)

continuous moisture barrier

z METAL flashing siding panels

WALL FLASHING

WALL FLASHING WALL FLASHING Подпись: HORIZONTAL WALL FLASHING Joint between Dissimilar Materials

Section

NOTE

IT is prudent to cover the vertical END OF the flashing with a small piece of moisture barrier OR A DAB OF sealant TO MINIMizE THE POTENTIAL FOR LEAks.

HORIZONTAL WALL FLASHING

Corner Details

Any horizontal member such as a handrail, a trellis, or a joist that butts into an exterior wall poses an inher­ently difficult flashing problem at the top edge of the abutting members. Where such a connection is likely to get wet, the best approach is to avoid the problem by supporting the member independent of the wall. A handrail, for example, could be supported by a column near the wall but not touching it. A trellis could be self-supported.

Подпись:Подпись: HORIZONTAL MEMBER SUCH AS HANDRAIL OR TRELLIS ATTACHED TO SURFACE OF SIDINGWALL FLASHINGIf a horizontal member must be connected to a wall in a location exposed to the weather, two things can be done to protect the structure of the wall. First, do not puncture the surface of the siding with the member, and do everything possible to attach the member to the surface of the siding with a minimum number of fas­teners. Second, place an adequate gasket, such as 30-lb. or 90-lb. felt, behind the siding at the location of the attachment. This will help seal nails or screws that pass through the siding to the structure of the wall.

STEP 4 COMPLETE VENTILATION AND ELECTRICAL WORK

Before you install the siding, soffits, and exterior trim, it’s important to resolve some ventilation and electrical details. For example, this house has a rectangular attic vent centered beneath the ridge in each gable-end wall. If you chose to sheathe the gable-end truss on the ground, this is the logical place to cut the hole for the vent.

If the hole hasn’t been cut yet, do so now, then install the vent (see the photo on p. 161).

Referring to your house plans, an electrician will be able to locate any outlet boxes that need to be installed in the exterior walls. Outdoor receptacles are placed at convenient locations; the same is true for outdoor lights.

This is also the time to cut the hole for the dryer vent. A standard dryer vent requires a 4-in. hole; it’s usually placed in the laundry room, at the back of the dryer near the floor. There are several ways to cut a vent hole.

The easiest way is to use a 4-in.-dia. hole saw (borrow one from the plumber, if possible). Otherwise, mark the vent location with a 4-in.-dia. circle, drill a 3/4-in. hole along one edge, then cut out the circle with a keyhole saw, a jigsaw, or a reciprocating saw. Just make sure you are above the bottom plate and baseboard and away from the end stud. There shouldn’t be any electrical wires down this low, but check to make sure. Insert the vent pipe through the wall, then attach the vinyl trim cover.

Be sure to seal around the vent on both the inside and the outside to keep cold air and moisture from entering the house. Vent pipes can become plugged with lint after years of use. I unplug ours by cleaning out the pipe with a broom handle and then using the vacuum cleaner.

Passive and active air vents

After all our efforts to ensure that our houses are tight and energy efficient, you need to ask yourself this question: Is there enough fresh air in the house? The answer is, well, maybe. If you
live in the sunny south where windows can be kept open year round, then lots of fresh air can enter into your living spaces. I was born in west­ern Nebraska, where Wyoming winter winds coming out of the north blew right through our house. No problem having sufficient air under those conditions. The problem is that open windows or poorly insulated houses mean high energy costs.

There are both passive and active ways to bring outside air into a closed house (see Resources on p. 279). A passive vent can be installed through the wall. Every time a bath or kitchen exhaust fan is turned on, fresh air is drawn in through this vent and into the house.

Active vents can also be placed through the walls. They come equipped with a fan that draws in fresh air from the outside. It’s a good idea to place these vents away from the kitchen or bath exhaust fan unless you want the odors from these rooms wafting throughout the house.

These devices can also be set on a timer to operate only when occupants are at home. No need to run them when you are away breathing someone else’s air.

Fresh air in the house is a serious matter.

To explore more solutions to this problem, I encourage you to consult with your local HVAC contractor to make sure your home maintains good quality air at all times.

Copyright © 2006 by The McGraw-Hill Companies, Inc. Click here for terms of use

As noted previously, the accuracy of the model output statistics and probabil­ity distribution (e. g., probability that a specified safety level will be exceeded) obtained from Monte Carlo simulation is a function of the number of simu­lations performed. For models or problems with a large number of uncertain basic variables and for which low probabilities (<0.1) are of interest, tens of thousands of simulations may be required. Rules for determining the number of simulations required for convergence are not available, and thus replication of the Monte Carlo simulation runs for a given number of simulations is the only way to check convergence (Melching, 1995). Cheng et al. (1982) considered the convergence characteristics of Monte Carlo simulation for a simple case of Z = X3X4 – (X1 + X2), where the distributions and statistics of the variables are listed in Table 6.1. They found that failure probabilities (i. e., probability of Z < 0) down to 0.0025 could be estimated reliably with 32,000 simulations, failure probabilities down to 0.015 could be estimated reliably with 8000 sim­ulations, and failure probabilities down to 0.2 could be estimated reliably with 1000 simulations.

Problems involving more complex system functions Z and more basic vari­ables may require more simulations to obtain similar accuracy. For example, Melching (1992) found that 1000 simulations were adequate to estimate the mean, standard deviation, and quantiles above 0.2 for an application of the HEC-1 (U. S. Army Corps of Engineers, 1990) and RORB (Laurenson and Mein, 1985) rainfall-runoff models and that 10,000 simulations were needed to ac­curately estimate quantiles between 0.01 and 0.2. Brown and Barnwell (1987) reported that for the QUAL2E multiple-constituent (dissolved oxygen, nitrogen cycle, algae, etc.) steady-state surface water-quality model, 2000 simulations were required to obtain accurate estimates of the output standard deviation. With the computational speed of today’s computers, making even 10,000 runs is not prohibitive for simpler models. However, increased computational speed has made possible the use of computational fluid dynamics codes in three di­mensions for hydrosystems design work. When such codes are applied, the variance-reduction techniques described in Sec. 6.7 may be preferred to Monte Carlo simulation.

This chapter focuses on the basic principles and applications of Monte Carlo simulations in the reliability analysis of hydrosystems engineering problems. Section 6.2 describes some basic concepts of generating random numbers, fol­lowed by discussions on the classifications of algorithms for a generation of ran­dom variates in Sec. 6.3. Algorithms for generating univariate random numbers

TABLE 6.1 Basic Variable Statistics and Distributions for Evaluation of Monte Carlo Simulation of Convergence

Variable

Mean value

Coefficient of variation

Distribution function

X1

0.5

0.2

Uniform

X 2

1.5

0.4

Uniform

X 3

1.0

0.005

Lognormal

X 4

1.5

0.1

Lognormal

SOURCE: After Cheng et al. (1982).

are described in Sec. 6.4 for several commonly used distribution functions. In Sec. 6.5, attention is given to algorithms that generate multivariate ran­dom numbers. As reliability assessment involves mathematical integration, Sec. 6.6 describes several Monte Carlo simulation techniques for reliability evaluation. Given that Monte Carlo simulations, in essence, are sampling tech­niques, they provide only estimations, which inevitably are subject to certain degrees of errors. To improve the accuracy of the Monte Carlo estimation while reducing excessive computational time, several variance-reduction techniques are discussed in Sec. 6.7. Finally, resampling techniques are described in Sec. 6.8, which allow for assessment of the uncertainty of the quantity of interest based on the available random data without having to make assumptions about the underlying probabilistic structures.

SELECTION OF ROADSIDE BARRIERS

In most cases, the selection of a roadside barrier should be made on the basis of the system that will provide the required degree of shielding at the lowest cost. The lowest cost should be based on a life-cycle cost analysis, considering initial and maintenance costs

Подпись: AASHTO designation: Post Type: Beam Type: Nominal Barrier Height:

SELECTION OF ROADSIDE BARRIERS Подпись: Й ;r 7" 3 4 88" 4"3 7" 'I —r - End of timber rail 1’/; 1V dia. holes for 3/8" dia. holes (typ.) 1 I lag screws (typ.) 8 Чч . - . ' : 5 : -тп 14" Steel plate " %" thickness - 8 spaces at 11" TT 14" STEEL RAIL (typ.)

None

10 in x 12 in x 7 in rough-sawn timber 6 in x 10 in timber with steel plate backing 27 in

FIGURE 6.20 Steel-backed wood-rail roadside barrier. Conversions: 1 in = 25.4 mm, 1 ft = 0.305 m. (From Roadside Design Guide, AASHTO, Washington, D. C., 2002 and 2006, with permission) and project life. Factors that should be considered in making the selection are summarized in Table 6.3. The most important decision is the performance level required. In general, TL-2 or TL-3 barriers are satisfactory for most locations, but higher-performance barriers (TL-4 or greater) should be considered for locations with poor geometries, high traffic volumes and speeds, and concentrations of heavy truck traffic. The deflection charac­teristics of the barrier must be considered in relation to the available space. Some systems can be modified to decrease deflections by decreasing post spacing or increasing the

SELECTION OF ROADSIDE BARRIERS

Symmetrical

SELECTION OF ROADSIDE BARRIERS

 

SELECTION OF ROADSIDE BARRIERS

(a) (b)

AASHTO Designation: MBS

The 32-in-high concrete safety shape was initially installed primarily as a median barrier, but has become commonly used as both a bridge railing and a roadside barrier, Most of these barriers use the standard New Jersey shape; any extension in barrier height occurs above the slope break point. Several stales extend the upper stem to serve as a maintenance-free glare screen. The two designs shown above are the extreme heights to which roadside barriers have been constructed— both along ramps with a history of truck accidents.

FIGURE 6.21 Variations of concrete safety shape for roadside barrier in severe applications showing (a) symmetrical form and (b) earth-backed installation. Conversion: 1 in = 25.4 mm. (From Roadside Design Guide, AASHTO, Washington, D. C., 2002 and 2006, with permission)

number of rails. A computer program, Analysis of Roadside Design (NARD), is avail­able for predicting maximum deflections for blocked-out W-beam and thrie-beam systems with different post spacings and single or double rails. On all systems, data on impact performance and maintenance costs should be tabulated and made available to provide better information for the selection of roadside barriers.

Variable offset

Stone masonry facing

Concrete со rewall

Edge of. pavement

6-#5 x 9′-4"

bars (spaced as shown)

AASHTO Designation: None

Подпись:This barrier consists of a reinforced concrete core faced with stone rubble masonry. Designed for use in scenic areas, combine to make it an effective barrier for use on parkways and similar facilities.

Criterion

Comments

Performance capability

Barrier must be structurally able to contain and redirect design vehicle.

Deflection

Expected deflection of barrier should not exceed available room to deflect.

Site conditions

Slope approaching the barrier, and distance from traveled way, may preclude use of some barrier types.

Compatibility

Barrier must be compatible with planned end anchor and capable of transition to other barrier systems (such as bridge railing).

Cost

Maintenance

Standard barrier systems are relatively consistent in cost, but high-performance railing can cost significantly more.

Routine

Few systems require a significant amount of routine maintenance.

Collision

Generally, flexible or semirigid systems require significantly more maintenance after a collision than rigid or high-performance railings.

Materials storage

The fewer different systems used, the fewer inventory items or the less storage space required.

Simplicity

Simpler designs, besides costing less, are more likely to be reconstructed properly by field personnel.

Aesthetics

Occasionally, barrier aesthetics is an important consideration in selection.

Field experience

The performance and maintenance requirements of existing systems should be monitored to identify problems that could be lessened or eliminated by using a different barrier type.

Source: From Roadside Design Guide, AASHTO, Washington, D. C., 2002 and

2006, with permission.