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1 Critical reinforcement for the pier caps may be vulnerable to corrosion if the concrete is crushed and exposed to contaminants from leaking joints All such cracks shall be sealed with appropriate epoxy compounds If the cracking is caused by differential settlement, the situation shall be evaluated and corrected Cracks can be repaired by epoxy injection The location of the cracks shall be shown in the plans and marked in the eld 2 Crack repairs: The bridge inspection report may address needed spall repairs Medium to wide cracks in masonry must be sealed by using standard procedures for repairing concrete cracks and spalls such as patching or sealing Any missing mortar joints will be lled 3 Spall Repairs: Pier bent or column bent situations can be repaired by jacketing Repairs will be categorized on the contract documents.

The joints devised rely on FRP cover plates and structural adhesives The watertight deck protects the steel oor system from the weather..

We next observe that limx 3 x = 3. This assertion is self-evident, for when x is near to 3 then x is near to 3. Applying Theorem 2.1(d) and Theorem 2.1(b) repeatedly, we now see that lim 4x 3 = 4 [ lim x] [ lim x] [ lim x] = 4 3 3 3 = 108.

Ill 21-2

IsFactor(10, divisor: 2)

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Surface spalls of the concrete elements shall be cleaned to sound concrete and repaired with epoxy mortar If deteriorated concrete extends beyond the primary reinforcement, the concrete shall be removed to at least 1 inch below the reinforcement and repaired with either concrete (if space permits) or lifts of epoxy mortar An epoxy bonding compound shall be speci ed between the old and the new concrete and concrete lifts if needed 4 Reinforced and prestressed concrete girders: Compared to steel girders, concrete girders are more dif cult to strengthen If reinforcing bars and shear reinforcement is exposed, formwork may be used to recast concrete 5 A full matrix comparison will be developed to compare the alternatives for costs, optimum sizes of members (weights, depths, etc), ease for future inspections, constructability, fracture critical requirements, and structural details that will facilitate future widening Local noise ordinances will be checked 6.

B-19

Becoming accepting, calm, and serene rather than trying so hard to make everything perfect themselves, others, and the environment Letting go of being so intensely attentive to details and needing to have everything under constant control Becoming more flexible and relaxed rather than judging everything and being highly reactive mentally, emotionally, and behaviorally

Now, back to the wave division-multiplexing concept. There is no mistake that the demands and needs for telecommunications services are growing. The combination of voice, data, and multimedia applications that are constantly putting pressure on the infrastructure add to the growing problem. Where normal digital transmission systems use Time Division Multiplex ing (TDM) and cable TV analog technologies use Frequency Division Multiplexing (FDM), Wave Division Multiplexing (WDM) is a combination of the two schemes combined. The use of TDM in a multiplexer breaks the bandwidth down to specific timeslots such as those found in SONET based networks. However, by using the combination of Frequency (different wavelengths) and Time (timeslots), the fiber can be used to carry orders of magnitude more than traditional fiber-based systems. Figure 28-6 shows the combination of the two multiplexing arrangements in a single format. Furthermore, there are several different wavelengths and colors of light that can be used to produce far more capacity.

Nighttime construction will be guided by NCHRP Report # 475 A Procedure for Assessing and Planning Nighttime Highway Construction and Maintenance 2002, and NCHRP Report # 476 Guidelines for Design and Operation of Nighttime Traf c Control for Highway Maintenance and Construction 2002..

Before going any farther on this problem, stop and look at the cos150 . Take cosl50' on your hand calculator and you will see - 0.87 displayed. This is most reasonable. The length, I, is greater than 6 or 8 and, just ti-om looking at the sketch, close to 14, the sum of 6 and 8. With a negative number for the cos 150' , the Law of Cosines looks as though it is going to produce a reasonable number. Now proceed with the calculation. 36+64-(2)(6)(8)(-0.87) = Z 2

15:

40,000 33,000

Find the polar coordinates for the point (3,4).

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