This is Part II of a three-part Handbook dealing with practical concepts in the field of statistics and with their applications in the control of materials and procedures in highway construction. The main purpose of this part is to point out and analyze the risk, or expected loss, that may result whenever an inspector or engineer makes a wrong deci
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Vibration Studies Relating to the Failure of the Point Pleasant Bridge; The Correlation Coefficient in Analysis of Engineering Data—Its Significance and Limitations
United States. Department of Transportation. Federal Highway Administration
1971-04-01
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This guide has been prepared for use by the States in recording and coding the data elements that will form a bridge inventory data base. The data requested to be collected may appear to exceed that which is required to normally inventory the bridges on the Federal-Aid System; however, recent Legislation and anticipated Congressional inquiries rend
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Designing Fail-Safe Structures for Highway Safety; Fatal Accidents on Completed Sections of the Interstate Highway System, 1968-69; Travel by Motor Vehicles in 1969
A review of the state of the art of pavement damage is presented with special emphasis upon load associated factors affecting the initiation, propagation, and accumulation of damage. The pavement is viewed as a structure sensitive engineering system. Such systems are defined as those in which the distribution of damage or the failure of a component
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Fatal and personal injury accident data by highway system for the calendar year 1971, compiled from reports submitted by the 50 States and the District of Columbia on Table TA-1, are summarized in the tables which follow. Data for all free and toll roads are included.
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