Highway Research Record, Numéros 330 à 339National Research Council, Highway Research Board, 1970 |
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Page 25
... Initial Price Interest Compounded at 4 % ( 216 per 1000 ) Guaranteed Maximum Parts Costs ( not to exceed Manufacturer's Published Price Lists Total Initial Price Guaranteed Repurchase Price at 5 Years Projected Initial Price Bid Initial ...
... Initial Price Interest Compounded at 4 % ( 216 per 1000 ) Guaranteed Maximum Parts Costs ( not to exceed Manufacturer's Published Price Lists Total Initial Price Guaranteed Repurchase Price at 5 Years Projected Initial Price Bid Initial ...
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... Initial price Costs Elements TABLE 12 LOWEST GUARANTEED TOTAL COST BID EXCLUDING CONSIDERATION OF INTEREST FACTOR Cost Elements Amount Initial price 26,448.00 Interest compounded at 4 percent Guaranteed maximum parts cost 700.00 ( $ 480 ...
... Initial price Costs Elements TABLE 12 LOWEST GUARANTEED TOTAL COST BID EXCLUDING CONSIDERATION OF INTEREST FACTOR Cost Elements Amount Initial price 26,448.00 Interest compounded at 4 percent Guaranteed maximum parts cost 700.00 ( $ 480 ...
Page 35
... initial price , high guaran- teed repurchase price basis ) , an estimate of the costs of capital should be made . These costs were viewed in interest terms , and as a result most conservatively , because they could be viewed in terms of ...
... initial price , high guaran- teed repurchase price basis ) , an estimate of the costs of capital should be made . These costs were viewed in interest terms , and as a result most conservatively , because they could be viewed in terms of ...
Table des matières
THE AIRPORT ACCESS PROBLEM IN TOKYO | 5 |
AIRPORT ACCESS TO HEATHROW AIRPORT LONDON | 13 |
CLEVELAND RAIL TRANSIT AIRPORT SERVICE | 21 |
Droits d'auteur | |
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Autres éditions - Tout afficher
Highway Research Record, Numéro 12 National Research Council (U.S.). Highway Research Board Affichage d'extraits - 1963 |
Expressions et termes fréquents
airport analysis applied asphalt asphaltic concrete average Bahia grass bearing capacity bituminous construction crater crown vetch curve deflection Department of Highways depth descriptor determine developed distribution driving dynamic effect elastic engineers equipment evaluation experiment experimental expressway factors Federal Highway Administration flexible pavement footcandles freeway friction glare graders grass hammer highway departments Highway Research Board illumination increase initial installation intersection lane layer load tests love grass material maximum measured method National Academy obtained operation Paper sponsored parameters passengers percent plant platoon Poisson's ratio predicted prestressed concrete problem ratio reported right-of-way road roadside roadway rock Running Lights safety sand shown in Figure signal speed steel stress structure studded tires subgrade surface Table Texas Transportation Institute tion Tokyo International Airport total cost traffic Transportation tunnel values variables vehicle velocity wear