With Insulation, a Little Laziness Goes a Long Way

People naturally think that if you cover 98% of a surface with insulation, you’ll get 98% of the performance. This thinking is horribly wrong. Gaps and missing insulation create a hugely disproportionate performance pen­alty. If you install R-38 batts in an attic but leave 0.5% of the surface area uncovered, you end up with R-32 (16% reduction in R-value). Leave 2% uncovered, and you drop to R-22 (42% reduction). So with 98% cover­age, you get 58% of the performance.

If you run across information saying it’s not cost-effective to add insulation, it probably assumes the initial R-value is what you say it is. In all likelihood, the R-value is less than half what you think, and the upgrade is worth much more—provided it’s done right.

TWO BIG HOLES CAN COST YOU MONEY.

Подпись:With Insulation, a Little Laziness Goes a Long WayDirectly above a bathroom, this attic view reveals a dropped soffit and a large plumbing chase for the vent stack. The soffit connects the attic with the walls; the plumbing chase is a direct hole running through the house. These two leaks are like leaving a window open. The Fix: Cover the open fram­ing with rigid foam or plywood, and seal small openings with spray foam. Finally, cover them with insulation. Loose-fill insulation such as cellulose is cheap and easy to install.

SOME HOLES ARE RK HIDDEN BEHIND DUCT TAPE.

і I Poorly sealed V/ I ducts lose up to Aj І 40% of the air Шшу f theytransport. lt / they’re in the attic, W?’/ this can cause ice y*f dams in winter. In the summer, it wastes money. The Fix: Instead of relying on duct tape, seal joints with RCD Corporation®’s latex duct mastic ($20/gal. at www. efi. org). To apply, wear two pairs of gloves (cotton over vinyl). Bridge gaps larger than %4 in. with fiberglass tape, followed by mastic.

Balloon-framed rake (gable-end) walls create a series of large holes into the attic; they should be sealed.

 

Remember to seal all joints.

 

SOME HOLES ARE CODE-REQUIRED.

Extending from basement to attic, code-required chimney-clearance space (see the photo at left) can be a major escape route for con­ditioned air. If the clearance is supersized to accommodate duct­work, then the losses multiply. The Fix: The code also requires noncombustible fire-stops; close off the opening with sheet metal or cementboard and fire-rated sealant (available at most hard­ware stores and home centers).

 

The clearance around this chimney’ is big enough to serve as a chase for heating ducts.

 

Wiring holes in top plates allow air to leak into the attic.

 

Heat from recessed lights drives air into the attic faster than the air would move on its own.

 

Cut sheet metal or cementboard to bridge the gap between the framing and the chimney. Seal the gaps with a fire-rated sealant.

 

With Insulation, a Little Laziness Goes a Long Way

Подпись: KneewallПодпись:With Insulation, a Little Laziness Goes a Long Way

Where " ‘ cold air is supposed to go…

Solid blocking can stop cold air.

Kneewalls and vented roofs mean cold bonus rooms.

Insulation can’t stop chilly air. Consider the size of this leak: Each joist bay (the space between joists) is roughly a square foot times the number of joist bays, twice. For a 40-ft.- long cape, this amounts to a 57-sq.-ft. hole in the thermal boundary that nobody notices. The Fix: Two options work. use solid blocking (foam board or plywood) in each joist bay (seal the edges with canned foam), or insulate the roof with spray foam.

Putting an HVAC system in the attic is like putting it outside. in the winter, unin­sulated attics are almost as cold as the outdoors; in the summer, they’re much hotter. if R-30 insulation is required in the attic floor, does R-6 make sense for the air handler and ducts? No.

The Fix: Move the HVAc out of the attic, or insulate the attic at the roof. Spray foam is a good choice. calculating the correct size (see above) and optimizing duct layout make it easier to find room within the home’s conditioned space.

Terminology

Pavement sub-surface drainage lies at the boundary of several disciplines each hav­ing their own special terms and notations. The book does not avoid these but, rather, seeks to define them when they are used. To help readers, a “Glossary” is included (Annex C) as well as a list of terms in several languages (Annex B) and a list of symbols (Annex D).

1.5 Conclusion

Water and road construction do not make for a harmonious couple! While water is needed to allow efficient compaction of most of the earthworks and pavement layers and some moisture held in pores can act to develop strengthening suction due to capillarity effects, the overall picture is that water in the road and road sub-structure is undesirable. Water should, if possible, be kept out. If that is impossible (and it usually is impossible to achieve this) then efficient drains must be provided to con­vey the water away from the loaded areas. To bring about this happy condition, the road engineer has to understand about the response of pavement and geotechnical materials in the presence of water, about flow routes, about the drivers of water movement – climatic and hydrogeological – about the contaminants that can be moved in the water and about the regulatory framework in which he or she is obliged to operate. To successfully and economically deliver a well-behaved road is not easy to do. Therefore the following chapters aim to provide basic and more advanced information in all these areas. Not only do they aim to help the hard-pressed road engineer, but also to provide environmental engineers, hydrogeologists and others with a "language" in which to address the topics that have such an impact on every road user – on all of us!

HAND CUTTING AND SHAPING TOOLS

Power tools can do a lot, but you often need a hand tool to finish the job.

Chisels clean up the corners of a hinge mortise that a router can’t reach and quickly notch plates so washers sit flush. Be sure to sheathe cutting edges so they stay sharp and don’t cut you when you reach for them.

Mallets can strike chisels without damaging their handles.

Utility knives are indispensable. Quick-blade- change knives dispense fresh blades so you don’t need to unscrew the knife’s body. Don’t use knives with cheap, snap-off blades (often sold at stationery or office-supply stores) to cut construction materials; such blades can break unexpectedly and injure you.

Rat-tail files smooth and enlarge holes and cre­ate an oval slot after two holes are drilled close to each other.

Flat files take burrs off newly cut bolts and the like, so you can start a washer.

Four-in-one rasps contain two flat and two curved rasps in one wood-shaping tool.

image98Block planes shave off tiny amounts of wood from door edges, casings, and other thin stock, allowing tight, final fits of materials.

HAND CUTTING AND SHAPING TOOLS

Подпись: Drill bits. 1,self-feeding auger bits; 2, drill bit extension; 3, rebarcutting bit; 4, long twist drill bit; 5, ’Л-in. by 3A-in. reamer; 6,3A-in. twist drill bit; 7, hole saw; 8, plumber's bit (wide self-feeding bit).

image99Bullnose planes can fine-shave wood edges in tight places. Bullnose blades are the same width as plane shoes. You can remove the bullnose front piece, allowing you to plane right up to the juncture of an adjoining piece.

Bahco® by Snap-On®, carbide scrapers are

not intended to shape wood, but their blades are so sharp that you can. Instead use them to remove dried putty or excess Bondo™ or to clean up the spurs of medium-density fiberboard (MDF) that screws sometimes kick up.

DRILLS

A %-in. cordless drill is a must. These days, builders use screws to install almost everything from exterior trim to decks and drywall. You can get more voltage and bigger chucks, but this size has a good weight to power ratio. Get a reversible, variable-speed model with a keyless chuck, adjustable clutch, and an extra battery.

A WELL-KEPT

Though little known, cordless impact drivers do almost everything a cordless drill or driver does —and better. Unlike drills, impact drivers have col­lets that receive only hex-drive bits, sockets, and the like. But that’s an advantage: Hex-head screw bits won’t slip out of screws and crash into finish surfaces. And impact drivers have twice as much power as drill/drivers of the same size because the tool delivers its torque in intermittent pulses. Thus you can drive 4-in. wood screws or ^-in. lag bolts without needing to lean into the tool, as you must with most drills. This is a real plus for anyone prone to wrist strain. Impact drivers are a bit slower and noisier than drills, but that’s a small price to pay.

image100

Cordless drills and drivers. From left: Impact driver, close-quarters right-angle drill, standard drill.

1

A %-in., corded, pistol-grip drill has the sus­tained run-time that cordless drills lack, more power, and a side handle to help you control its torque. It drills 1-in. or l^-in. holes easily, but use a /2-in. right-angle drill if you’re roughing in plumbing systems.

A %-in. close-quarter cordless drill is best for tight spaces like cabinet interiors. Its right-angle configuration extends your reach when you are hanging upper cabinets.

DRILL BITS

A standard drill nest contains Иб-in. to J4-in. twist drill bits. From there, you’re on your own. The following specialized bits are quite useful.

Vix® bits have spring-loaded drives that accu­rately center holes predrilled for hinges, striker plates, window pulls, etc.

Self-feeding auger bits drill through posts for bolts and through wall plates for hold-downs. A 12-in. by!4-in. auger doubles as an exploratory bit.

Hole saws drill large-diameter holes in finish materials such as doors and countertops. The pilot bit in the middle emerges on the backside first, so you can retract the bit and center it to finish drilling from the other side. This lets you avoid wood “bust-through,” splintering backsides.

A plumber’s bit is a wide, self-feeding auger bit good for rough-in framing work.

Reamers are tapered bits that enlarge an exist­ing hole in metal or wood.

Large twist drill bits, also called aircraft bits, are best suited for drilling metal.

Try before you buy

So what do you look for when buying a tool? Well, it helps to remember that tools are not like stretch socks, where one size tits all. A cir­cular saw, for example, may have the right
combination of power and weight but still fed out of balance or awkward when vou hold it.

4

A tool that’s not comfortable is like a shoe that is one size too small. It’s never a bargain, regardless of price. A tool that feels good in your hands will most likclv be easvand safe to use. So, whenever possible, try before you buy. Visit home centers and tool dealers that have good selections of tools. Grip the tool to test its balance and feel. If you have small hands, rule out tools that aren’t easv to hold comfort-

4

ably. Try the controls and adjustments, too. Use this hands-on information to make vour

4

selections.

Get advice from the pros

Talk to carpenters, who use tools daily, and ask them for their preferences. Research maga­zines, such as Fine Homebuilding and the Journal of Light Construction, which evaluate tools. And always buy the best quality you can afford. Most of us know the experience of wishing we had bought quality rather than a piece of junk. Professional tools cost more ini­tially, but they are more durable, more power­ful, and easier and safer to use. Ironically, they make it easier to be a beginner.

Buy tools as you need them

if you’re intending to work professionally as a carpenter, you’ll eventually acquire quite a large collection of tools. If, however, you’re only planning to build one house or work with Habitat as a weekend volunteer, a small kit of essential tools should stand you in good stead. In addition to the basics described on the following pages, you can acquire more specialized tools as you need then:, which is the best way to do it anyway. Otherwise, you may wind up with unnecessary tools that clut­ter your tool belt, your storage bucket, and your life. You can also rent specialized tools if you plan to use them just a few times.

Essential Hand Tools

The fundamental tasks of carpentry are mea­suring, marking, cutting, and joining. And though circular saws and power drill-drivers have largely replaced handsaws, braces, and screwdrivers, many carpentry tasks can still be done with hand tools (see the photo at right). Like power tools, many hand tools have improved over the years.

Tape measures

Just as I sometimes enjoy writing letters on my old manual typewriter, it’s also fun to measure with my old 6-ft. wooden folding rule. Flexible steel tapes have replaced old – fashioned wooden rules, because they’re more compact and capable of measuring much longer distances quickly and accurately. Steel tapes come in many sizes and lengths, but the most common are 16-ft., 25-fit., and 30-ft. models. I prefer a 16-ft. tape, because it feels better in my hand. A 100-ft. tape is useful for checking building lines and squaring founda­tions. Tape measures have moving parts and receive heavy use, so use the following tips to treat them with special care:

a Don’t leave a tape extended open on the floor, where it could be stepped on and creased. A creased tape will never work properly.

a If a tape is allowed to retract too quickly, the hook can break off when it hits the case. Learn to slow the tape with your fingers as the hook approaches the case.

a Clean any tape that gets gummed with wood pitch, tar, or caulk. A soft rag damp­ened with mineral spirits works well to remove those materials.

Подпись: HAVE A GOOD JOB SITE HANDSAW. A compact, toolbox- size handsaw is good to have around in case someone else is using the circular saw or you have just a few boards to cut.Try before you buyПодпись: MEASURING AND MARKING. A steel tape measure is one of the most- used tools in a carpenter's kit. Подпись: Helping HandПодпись: Avoid overloading. As you move from one phase of construction to another, make sure you're not carry-ing around unnecessary tools or nails in your tool belt. The added weight can tire you.a When working in wet weather, wipe the tape dry with a cloth before reeling it into the case. Moisture inside the tape case can

Loose Cellulose Fibers

Loose cellulose threads (Figure 4.4) have the longest history of application. One of their advantages is that they become effective immediately after mixing them with aggregate and binder. They should be protected from moisture as they are highly hydrophilic and easily absorb water. Wet fibers are not able to absorb the binder and therefore are not effective.

Loose cellulose fibers are supplied in bags of thermo-shrinkable plastic. The mass of fiber per bag can be prearranged with the manufacturer and should be tailored to the batch volume of a given batch from an asphalt-mixing plant. An automatic

image32

FIGURE 4.4 An example of loose cellulose fibers. (Photo courtesy of J. Rettenmaier & Sohne GmbH + Co. KG, Germany.)

metering process for SMA production in an asphalt-mixing plant has been possible for some time now; loose fibers are delivered by autotankers and stored in a silo. During mix production, they are blown into the pugmill via an automatic system. The same pneumatic metering system can be used in drum-mixing plants.

When adding loose fibers, it is worthwhile to remember the following:

• The time at which the fibers are batched into the mixer is very important; bags should be emptied into the mixer during the dry mixing time, prior to binder loading.

• An excessive increase in the dry (binder-free) mixing time may lead to grinding of the fibers into dust by the aggregate, limiting the effectiveness of the stabilizing action.

• Loose fibers are very sensitive to moisture and therefore should be properly protected and stored; wet fibers lose their absorbing power.

When testing SMA mixtures in a laboratory, loose fibers may be treated without any special precautions. A mechanical mixer is not required.

Domestic Waste

It is estimated that approximately 4 lb of domestic refuse is generated every day for every person in the United States, of which about 3 lb (1.4 kg) per day goes to domestic land-fills and 11 percent is recycled. It is estimated that about 185 million tons (168 X 109 kg) of domestic waste is generated per year in the United States. Several of these wastes have a potential for reuse in highways.

Refuse. Landfill refuse is not sought for reuse in highway construction because there is little homogeneity among landfill refuse, and so a great deal of analysis and separation would be required at individual landfills to determine the potential for use. However, there have been occasions when a highway right-of-way traverses a landfill. In such cases, analysis to find appropriate on-site placement of the refuse instead of costly relocation and disposal has been found to be cost-effective. The refuse was spread in thin layers and compacted into embankment material or used for raised medians.

Paper and Paperboard. Approximately 40 percent of the domestic waste generated in the United States is paper or cardboard. Approximately 25 percent of the wastepaper products are recycled each year and used primarily in making more paper, cardboard, and related materials. A highway use of wastepaper, particularly slick paper such as magazine paper, is in the production of mulch material.

Yard Waste and Compost. There are over 1400 yard waste composting stations in the country. Yard waste is banned completely from landfills in many states. Compost material must meet pathogen control, pH, metal concentration, nitrogen ratio, water-bearing capacity, maturity, particle size, and nutrient content control standards set by the EPA. Compost mate­rials are used for mulching, soil amendment, fertilizers, and erosion control. Concerns related to leaching potential, odors, worker health and safety, long-term exposure, and public accep­tance have limited use in highways to the experimental stage, except in landscape use.

Plastics. The amount of plastic waste generated each year is growing. Recycling plastics is complicated in that plastics are developed from at least six different resin bases, which must be sorted for the most-effective recycling. About 30 percent of the plastics made from polyethylene terephthalate (PET), the resin base of soda bottles, is recycled. One use of PET is as a geotextile. Low-density polyethylene (LDPE) resin from film and trash bags can be recycled into pellets for use as an asphalt modifier in paving mixes. High-density polyethylene (HOPE) from milk jugs has been used in manufacturing plastic posts. Reuse of commingled plastics is more difficult but has been applied in fencing and posts. Such plastics have also been used as traffic delineators.

Glass. The amount of glass containers produced each year is declining, but about

12.5 million tons (11.3 X 109 kg) of glass is disposed of as domestic waste each year. To be reused in glass manufacturing, glass must be sorted according to color. Uses in high­ways include as fine aggregate in unbound base courses, as pipe bedding, as aggregate in asphalt mixes, and as glass beads in traffic paint.

Ceramics. Ceramic waste consists of factory rejects and discarded housewares and plumbing fixtures. Only in infrequent instances are large quantities of waste ceramics avail­able for reuse in large applications, such as highway projects. In California, crushed porce­lain has been used as an unbound base course aggregate. Crushed porcelain has been found to meet or exceed quality requirements for concrete aggregate.

Incinerator Ash. Incinerator ash results from the burning of municipal waste. About 26 million tons (24 X 109 kg) of incinerator ash is produced each year, of which 90 percent is bottom ash and the remainder is fly ash. Fly ash often exceeds regulatory limits for con­centrations of lead and cadmium. Fly ash is most often mixed with bottom ash, and this mixture generally does not contain sufficient concentrations of metals to render it haz­ardous. Incinerator ash has been used successfully as a partial replacement of coarse aggre­gate in asphalt mixtures, as roadway fill, and in base course construction when stabilized with Portland cement. Concerns on the part of the EPA about the leaching of heavy metals have initiated several studies.

Sewer Sludge Ash. More than 15,000 municipal wastewater treatment plants in the country produce over 8 million tons (7 X 109 kg) of dry solids of sewage sludge. Following dewatering, sludge cake contains between 18 and 24 percent solids consist­ing mostly of nitrogen and phosphorus, but may be contaminated from various waste­water streams. Much of this sludge cake is incinerated, producing about 1 million tons (0.9 X 109 kg) of ash a year. Sludge ash has the potential for use as an asphalt filler and use in brick manufacturing. Studies indicate that with heat treatment, the ash can pro­duce lightweight pellets that can increase concrete compressive strength by 15 percent when replacing aggregate. Sewage sludge ash has been used as a mineral filler in asphalt paving in Iowa, Minnesota, and other states. Sewage sludge can be composted for agricultural uses such as soil amendments, compost, or fertilizer. Recycled munic­ipal sewage sludge can be a health and safety concern for highway workers using it in landscaping.

Scrap Tires. In 1994, NCHRP published findings of a 5-year review and synthesis of all of the states’ highway practices involving the use of waste tires. This document, entitled Uses of Recycled Rubber Tires in Highways, is the result of a compilation of over 500 sources of information on the topic. The discussion in this section is a synopsis of the infor­mation provided in that document. A copy of the document can be obtained through the Transportation Research Board of the National Research Council 2101 Constitution Avenue NW, Washington, DC 20418.

It is estimated that 2 to 3 billion waste tires have accumulated in the United States, about 70 percent of which are dumped illegally throughout the countryside or disposed of in unauthorized, uncontrolled stockpiles. Also, scrap fires account for about 2 percent of the solid waste that is disposed in regulated landfills. Each year an additional 242 million more scrap tires add to the nation’s solid waste dilemma. Scrap tires are regulated under RCRA Subtitle D as a nonhazardous waste. However, if they are burned, the resulting residue, which may consist of oils, carbon black, and metal-concentrated ash, may be hazardous. In addition, leachate from tire-based products may also be a hazardous or toxic concern. Potential uses of scrap tires in highways and related facilities are numerous.

Table 1.17 identifies the uses of tires in transportation facilities in several states. The environmental implications of the use of scrapped tires in pavement are issues of emis­sions from the manufacture and placement of rubber asphalt. Leachate is also a major concern, particularly of metals (arsenic, barium, cadmium, chromium, lead, selenium, and zinc) and PAHs (polyaromatic hydrocarbons). A Minnesota study conducted in wet­land areas concluded that the use of waste tires in asphalt-rubber pavements may affect groundwater quality. The study’s results were comparable to two other studies with regard to metal leachates, but PAH leachate concentrations were not confirmed by the other studies. Mitigation measures suggested in the Minnesota study would be to place tire materials only in unsaturated zones of the subgrade or fill areas and not below the water table or within surface water boundaries. A Wisconsin study that scrap, shredded, and crumbed tires were not hazardous, nor did they release significant amounts of priority pollutants. Several studies have indicated that the emissions in asphalt-rubber operations are not significantly higher than with conventional asphalt concrete. The one exception to this may be the release of methyl isobutyl ketone, which appears to be consistently slightly higher than with the conventional mixture. The results of these studies should be used with caution, in that the tires from which asphalt rubber is made are not of the same chemical composition, and are continuing to change. The rubber-asphalt formulation process also varies significantly, changing the emissions and leachable properties of the asphalt rubber. Comparison difficulties are compounded in that the composition and

Type of use State Description of use

Erosion use California Shoulder reinforcement

Channel slope protection

 

Advantages

Disposal Low cost Erosion control

Availability of tires Disposal

Disposal

Flatten side slope

 

Concerns

Visual acceptance by public

Labor intensive Cost

Pull-out values

Unloading

Leachate

Cost

 

Windbreaks Slope reinforcement Pending project Side slope fill

 

Louisiana Pennsylvania V ermont

 

Wisconsin California North Carolina Rhode Island Arizona

 

Experimental project Anchored timber walls Experimental retaining wall Experimental retaining wall

Membrane to control expansive subgrade soils Shoulder membrane Ditch membrane

 

Retaining wall

 

Less moisture fluctuations Seal out moisture Prevent cracking Ride quality Lower maintenance cost

 

Membrane

 

California

Oregon

Washington

Wisconsin

 

Routine use Routine use

Routine use on bridge decks Experimental use

 

Safety hardware

Colorado

Experimental project

Tires become projectiles

Connecticut

Tire-sand inertial barrier

Disposal Low cost

Debris

Maintenance

Deceleration of vehicle

Oregon

Bases for tubular markers

Pennsylvania

Pending projects

Texas

Bases for vertical panel supports

Railroad crossings

Oregon

Routine use

Ease of installation Smooth

Reduced maintenance Potential reuse

Pennsylvania

Experimental only

Valve box coverings

Oregon

Ease of installation Reduced maintenance Easy to adjust Durability

Planks and posts

California

Laminated tires for planks and posts

Strength

Ontario

Sound barrier walls

Durability

Burning

Lightweight Sound loss

Smoke

Drainage material

Pennsylvania

Aggregate drain rock replacement

Water-draining Stable roadway

Leachate

Culvert

Vermont

Whole tires bound together to form

Cost

culvert

Interlocking block

Minnesota

Erosion control, safety barriers,

Ease of installation

retaining walls, dikes, levees

Shock absorbing Resist chemical damage Durability

Source: Adapted from Uses of Recycled Rubber Tires in Highways, National Cooperative Highway Research Program (NCHRP), Transportation Research Board, Washington,

D. C., 1994.

Common uses

Innovative uses

Fills and embankments

Railroad grade crossing

Erosion control

Valve box coverings

Shoulder stabilization

Drainable materials

Channel slope protection

Planks and posts

Windbreak

Culverts

Side slope fill Slope reinforcement Retaining wall Membranes Safety hardware Tire-sand inertial barrier

Interlocking blocks

Source: Based on National Cooperative Highway Research

Program (NCHRP), Transportation Research Board, Uses of Recycled Rubber Tires in Highways, Washington, D. C., 1994.

formulation processes for the conventional concrete asphalt that is being used for a stan­dard vary tremendously also. Common and innovative uses of scrap tires are summarized in Table 1.18.

Binder-Absorbing Additives

Binder-absorbing additives are the most popular SMA stabilizing agents. The fol­lowing properties are required of a stabilizing material:

• Adequate binder absorbing power—this is the most significant property

• Ability to act without weakening the mixture—the stabilizer must not cre­ate glide planes and lessen the grain-interlocking strength.

Stabilizers of this type occur in various forms related to the following kinds of raw materials: [18]

• Glass—in the form of threads (like fiberglass wool)

• Others—for example, leather waste products (leather dusts)

The crucial difference among stabilizers is their absorbing power. To date, the most effective of the binder-absorbing stabilizers are cellulose fibers. They have a very high-binder absorption, which results in holding the binder firmly in position.

image30
Fiber-free stabilizers have a wide range of binder absorption powers, so any new product should be tested in the laboratory every time (see Chapter 8). One should also remember that stabilizers may have substantially different densities, which are directly translated into their volumes in a mixture. High-density mineral fibers need a higher addition rate at batching, usually on the order of 0.4-0.6% (m/m). The same is true of polypropylene and glass fibers.

FIGURE 4.2 An example of 6-mm long polypropylene fibers: (a) macroscopic view, (b) the same fibers in microscope image, x 100 magnification. (Photo [a] courtesy of Krzysztof BlaZejowski and photo [b] courtesy of Jan B. Krol, Warsaw University of Technology.)

image31

FIGURE 4.3 Plastic fibers can be an SMA stabilizer but must be used at a high-addition rate. The photo shows an SMA mix with 0.6 % (m/m) of polypropylene fibers. (Photo cour­tesy of Halina Sarlihska.)

Furthermore, if a stabilizer does not work efficiently enough, increasing its quan­tity may improve the draindown performance. However, larger amounts of stabi­lizers may cause unexpected troubles, such as decreasing mixture workability. For example, plastic fibers (Figure 4.3) are marked by a lower absorption power. Using a high quantity of them (say, about two times more than cellulose fibers) will produce a substantial growth of stiffness and low workability. Small wonder—6 kg of such fibers per 1 metric ton of an SMA translates into a substantial volume; fibers are clearly visible in the mix as shown in Figure 4.3.

The most popular stabilizers—namely, products of cellulose—occur in the fol­lowing forms:

• Loose fibers—in the form of irregularly shaped cellulose threads

• Pellets—granulated products without a binding agent

• Granulated products—cylinder-shaped granules that consist of threads coated with bituminous binder or another agent (e. g., wax or plastic)

Nail Bearing & Nonbearing Walls to Floor Perpendicular to Joists

Bearing Walls

Three 16d nails or 3" x.131" nails into each joist.

Подпись: Bottom plateПодпись: Joists at 16" O.C. (on center)Nail Bearing & Nonbearing Walls to Floor Perpendicular to JoistsПодпись:Подпись: Subfloor sheathing Nail Bearing & Nonbearing Walls to Floor Perpendicular to JoistsIf wall sits on a rim joist or blocking, place third nail at center of joist space and nail into rim or block.

Nonbearing Walls

One 16d nail into each joist or two 3" x.131" into each joist.

Nail Bearing & Nonbearing Walls to Floor Parallel to Joists

Подпись:Подпись:Подпись:Nail Bearing & Nonbearing Walls to Floor Perpendicular to JoistsПодпись: Nonbearing Walls One 16d nail into each joist or two 3" x .131" into each joist. Nail Bearing & Nonbearing Walls to Floor Perpendicular to JoistsBearing Walls

Three 16d nails or 3" x.131" nails per stud into each joist. If wall rests on a rim joist or blocking, place third nail at center of joist space and nail into rim or block.

Nail Header to Stud

Nail Bearing & Nonbearing Walls to Floor Perpendicular to Joists

4 x 8 or 6 x 8 Header
4 x 10 or 6 x 10 Header

Four 16d nails or 3” x,131" nails

 

Five 16d nails or 3" x,131" nails

— Trimmer (or jack stud) King stud

Nail Bearing & Nonbearing Walls to Floor Perpendicular to Joists

 

Trimmer (or jack stud)

 

4 x 12 or 6 x 12 Header

Nail Bearing & Nonbearing Walls to Floor Perpendicular to Joists

 

Headers made up of 2x lumber with V2" plywood sandwiched between should be nailed similarly.

 

Nail Bearing & Nonbearing Walls to Floor Perpendicular to JoistsNail Bearing & Nonbearing Walls to Floor Perpendicular to JoistsNail Bearing & Nonbearing Walls to Floor Perpendicular to JoistsNail Bearing & Nonbearing Walls to Floor Perpendicular to JoistsNail Bearing & Nonbearing Walls to Floor Perpendicular to JoistsNail Bearing & Nonbearing Walls to Floor Perpendicular to Joists

River engineering and flood protection

Hydraulic development involved not only the digging of canals, but also the restoration or maintenance of river courses. During the domination of Larsa in lower Mesopotamia (1932 to 1763 BC), it became necessary to rehabilitate the river system. The king Sin – Iddinam reestablishes the course of the Tigris, around 1845 BC, using paid labor:

“When An, Enlil, Nanna and Utu (Sumerian gods) blessed me with a good reign of justice and long days (…), to obtain fresh water for the cities of my country, (…), I fervently prayed to An and Enlil. They answered my fervent prayers and, by their absolute orders, charged me with the mission to dredge out the Tigris, to restore it (into its previous state) and to give the days of a long life to my name. So (…) I grandly dug out the Tigris, the river of abundance of Utu. I raised the top of the slope, the old embankment (…); I transformed the Tigris into a freely flowing water; I established at Larsa, in my country, an eternal source of water, a never-ending abundance. When I dredged the Tigris, the great river, the wages of each work­er were 3 ban (?) of Barley, 2 sila of bread, 4 sila of beer and 2 sicles of oil: this they received each day; nobody received more or less. With the strength of my country, I brought this proj­ect to a good end. With the reins and the decrees of the great gods, I restored the Tigris, the vast river, and I affirmed my good name for the far distant future.”[47]

A succession of kings of Larsa, in particular Rim Sim who was the last, dredged and reestablished all the fluvial system from Lagash and Larsa down to the sea. This reha­bilitation included the large branch flowing to the southwest on Figure 2.3 that supplies Bad Tibira and Larsa; this loop had been dredged earlier by the kings of Ur.

The floods of the Tigris and Euphrates, out of phase with the growing cycle of the grains, are more of a menace than a blessing. We know that the dikes or levees protect the cities and crops against floods, and stabilize the course of the rivers to the extent pos­sible. At Babylon, major works were accomplished to this end. Herodotus attributes these works to two queens:

“The first ruled five generations before the second; her name was Semiramis, and she built those dikes on the plain that are so remarkable to see; before that, the river used to run all over the plain and flood it.”[48]

In the eyes of the Greeks, Semiramis is a veritable legend. According to Georges Roux, Semiramis is possibly Sammuramat, an Assyrian queen who occupied the throne around 800 BC. All of the works mentioned herein (and especially the works described below) can also, according to Georges Roux, be attributed to the queen Naqia, the widow of Sennacherib. It is in fact eleven years after the destruction of Babylon by Sennacherib, a destruction that was considered to be a sort of sacrilege, that the son of Sennacherib undertakes the reconstruction of the city (this then puts us in 678 BC). But the biggest astonishment remains to come; let us once again listen to Herodotus:

“The second of these queens was called Nitocris (….) First, then, as to the Euphrates, which flows right through the middle of the city of Babylon. Formerly it was straight, but she made it so crooked, by digging canals above the city, that the river in its course comes three times to one of the Assyrian villages (….) This is what she did, she built an embankment along either shore of the river that is, in greatness and height, very wonderful in its dimensions. Far above Babylon she dug a basin for a lake, stretching it by the side of the river and a little away from it, and in depth she dug it always down to find water, and in breadth she made the cir­cuit of the lake to be fifty-two and a half miles (84 km) (….) She did both of these things – the making the river crooked and turning the basin into a marsh – so that the river might be slower, as it was broken by the many bends, and that the courses into Babylon itself might be crooked, and that then, after this, should come the long circuit of the lake. These works were built at precisely the point of her country where were the passes of entry and the shortcuts from the road out of Media, so that the Medes might not get into contact with her people and learn of her affairs.

”With these defenses she surrounded her city, but she added another work that grew out of them (….) For when she had dug the basin of the lake (….) she had huge stones cut, and when the stones were ready and the basin had been dug, she turned the entire stream of the river into the place that was dug. While it was filling, the old riverbed dried out; and she bricked with baked bricks, in fashion like to the walls, the banks of the river in the city and the descents from the gates leading down to the river (….) When the dug part had become a lake, filled by the river (…) she turned the Euphrates into its old course..”

This is a fine example of river engineering. According to recent work by Charpin (2002), the artificial lakes and dikes might in fact have been built by Samsuilina 1749­1712 BC, the successor of Hamurabi. If the account is correct, cut stone blocks were used for the difficult operation of blocking the river to divert water into the artificial lake. It is interesting to consider the roles of the meanders and the lake. The meanders effectively reduce the slope of the river, since the same drop is attained over a greater length. If the width and discharge remain the same, one can estimate that reduction of the slope by a factor of two, over a long length, will reduce the current velocity a little less than 25%, and raise the water depth in about the same proportions. Therefore it becomes necessary to raise the dikes. The lake, located upstream of the city, very like­ly plays a role in attenuating floods, capturing excess water through overflow when the river rises above a certain level.

The accounts of Herodotus include other examples of the Mesopotamian know-how in river course modification. Cyrus, the founder of the Persian Empire, suffered the loss of one of the sacred white horses of his team when crossing the Diyala (Gyndes to the Greeks). Furious at this affront to his power, he put his entire army to work for a full year (according to tradition) to break down the Gyndes into 360 small canals. Herodotus also reports that Cyrus (in 539 BC) enters Babylon without resistance using the hydraulic works described above:

“When he came to the lake, Cyrus dealt with it, and with the river, just as the Babylonian queen had done; he directed the river by a canal into the lake, which had become a marsh, and so, when the river had sunk, its old stream became fordable.”[49]

Once he had entered the city itself, Cyrus further extended the armoring of the banks. He didn’t miss the chance to commemorate this feat in carving the following inscription: “I added to (..) the banks protected by bricks, in the low-lying areas of the city, that a pre-

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vious king had begun to build…”

River engineering and flood protection

Figure 2.5 The Euphrates and the Babylonian canals (after Margueron, 1991).

Navigation between the Tigris and Euphrates

The importance of navigable waterways to the economy of Mesopotamia cannot be overestimated. The code of Hammurabi, from which we have already cited several extracts, includes laws that regulate navigation on the rivers and canals. It sets compen­satory payments for shipwrecks or breakdowns, and establishes right-of-way rules:

“If a boat traveling upstream collides with and sinks a boat traveling downstream, the owner of the sunken vessel will officially declare, in the presence of God, all that was lost in his boat, and the boatman of the upstream-traveling vessel that caused the sinking will pay for the boat and everything that was lost.”lz-

Several of the canals flow by gravity from the Tigris toward the Euphrates, reflect­ing the ancient confluence that existed in the IIIrd millennium BC in the region of Sippar (Figure 2.1). This did not go unnoticed by Greek observers, Herodotus in particular (this extract comes after the text cited earlier regarding irrigation):

“Babylon is in its entirety, like Egypt, crisscrossed by canals; the largest one is navigable, oriented in the direction of the winter sunrise, and joins the Euphrates to the Tigris, the river on which Nineveh is situated.”

According to Xenophon, four of these large canals are very respectable in size: “Here also are the canals, which flow from the Tigris river; they are four in number, each a plethrum wide (about 30 m) and exceedingly deep, and grain-carrying ships ply in them; they empty into the Euphrates and are a parsang (about 5.5 km) apart, and there are bridges over them.”1-3

These canals also have a strategic function in the context of the Assyrian domina­tion. The Assyrian capital Nineveh is indeed located on the Tigris as stated by Xenophon. At that time this river disappeared into the swampland and was not naviga­ble to its mouth. Therefore the canals between the Tigris and the Euphrates enabled boats to get to the Persian Gulf from Nineveh. In about 700 BC a flotilla constructed at Nineveh for the Assyrian king Sennacherib descends the Tigris to Opis; it then transits across to the Euphrates in anticipation of a military operation in the Persian Gulf. It is this same Sennacherib, exasperated by numerous revolts against the Assyrian power, who destroys Babylon in 689 BC – not only by fire, but also by water. He floods the city using a branch of the Euphrates, called the Ahratum, that flows out from Sippar.

But later on, in the age of the Achaemenid Persians, it is by contrast from the Persian Gulf that invasions were dreaded. The Persians were not sailors; they decided to block navigation on the Tigris and Euphrates by constructing weirs across them. They brought traffic to a standstill on the two great arteries of the country. When Alexander the Great later becomes master of the country, he removes these weirs as a gesture of liberation.[44] [45] [46]