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1

Martinez, Mark. Evaluation of LA DOTD traffic load data for determination of traffic load equivalency factors: Final report. Baton Rouge, La. (4101 Gourrier Avenue, Baton Rouge 70808): Louisiana Transportation Research Center, 2001.

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2

Qu, Tongbin. Traffic-load forecasting using weigh-in-motion data. [Austin, TX]: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1997.

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3

Shukla, Shridhar B. Multicast tree construction in network topologies with asymmetric link loads. Monterey, Calif: Naval Postgraduate School, 1994.

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4

K, Cable James. Field evaluation of alternative load transfer device locations in low-traffic volume pavements. Ames, Iowa: Dept. of Civil, Construction and Environmental Engineering, Iowa State University, 2003.

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5

Gaver, Donald Paul. Heavy-traffic analysis of multi-type queueing under probabilistically load-preferential service order. Monterey, Calif: Naval Postgraduate School, 1990.

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6

Air traffic controller staffing in the en route domain: A review of the Federal Aviation Administration's task load model. Washington, D.C: Transportation Research Board, 2010.

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7

Office, General Accounting. FAA staffing: Air traffic controllers' work load and operational performance : fact sheet for the Chairman, Subcommittee on Transportation and Related Agencies, Committee on Appropriations, United States Senate. Washington, D.C: U.S. General Accounting Office, 1987.

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8

Ramberger, Günter. Structural bearings and expansion joints for bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2002. http://dx.doi.org/10.2749/sed006.

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<p>Bridge superstructures have to be designed to permit thermal and live load strains to occur without unintended restraints. Bridge bearings have to transfer forces from the superstructure to the substructure, allowing all movements in directions defined by the designer. The two functions -transfer the loads and allow movements only in the required directions for a long service time with little maintenance - are not so easy to fulfil. Differ­ent bearings for different purposes and requirements have been developed so, that the bridge designer can choose the most suitable bearing.</p> <p>By the movement of a bridge, gaps are necessary between superstructure and substructure. Expansion joints fill the gaps, allowing traffic loads tobe carried and allowing all expected displacements with low resistance. Ex­pansion joints should provide a smooth transition, avoid noise emission as far as possible and withstand all mechanical actions and chemical attacks (de-icing) for a long time. A simple exchange of all wearing parts and of the entire expansion joint should be possible.</p> <p>The present volume provides a comprehensive survey of arrangement, construction and installation of bearings and expansion joints for bridges including calculation of bearing reactions and movements, analysis and design, inspection and maintenance. A long list of references deals with the subjects but also with aspects in the vicinity of bearings and expansion joints.</p> <p>This book is aimed at both students and practising engineers, working in the field of bridge design, construction, analysis, inspection, maintenance and repair.</p>
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9

The case of the French lord. [Gurgaon] India: Partridge, a Penguin Random House Company, 2014.

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10

Strengthening historic covered bridges to carry modern traffic. Hauppauge, NY, USA: Nova Science Publishers, 2009.

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11

Leidy, Joseph Paul. Measurement and analysis of traffic loads across the Texas-Mexico border. Austin, Tex: Center for Transportation Research, University of Texas, 1995.

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12

Drug lord: The life and death of a Mexican kingpin : a true story. 2nd ed. Seattle: Demand Publications, 1998.

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13

Poppa, Terrence E. Drug lord: The life and death of a Mexican kingpin : a true story. New York: Pharos Books, 1990.

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14

Poppa, Terrence E. Drug lord: The life and death of a Mexican kingpin : a true story. 3rd ed. El Paso, Tex: Cinco Puntos Press, 2010.

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15

The last narco: Inside the hunt for El Chapo, the world's most wanted drug lord. New York: Grove Press, 2010.

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16

North Carolina. General Assembly. Program Evaluation Division. North Carolina should weigh continued investment in the Global TransPark Authority and consider how to repay the Escheat Fund loan: Final report to the Joint Legislative Program Evaluation Oversight Committee. Raleigh, N.C.]: Program Evaluation Division, North Carolina General Assembly, 2011.

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17

Office, General Accounting. Financial management: Immediate actions needed to improve army financial operations and controls : report to the Congress. Washington, D.C: The Office, 1992.

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18

Office, General Accounting. Financial management: Improvements needed in Air Force vendor payment systems and controls : report to the Chairman, Subcommittee on Administrative Oversight and the Courts, Committee on the Judiciary, U.S. Senate. Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1998.

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19

Office, General Accounting. Financial management: Recommendations on Indian trust fund Strategic Plan proposals : report to the Secretary of the Interior. Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1997.

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20

Office, General Accounting. Financial management: Profile of Air Force financial managers : report to the Assistant Secretary of the Air Force (Financial Management and Comptroller). Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1997.

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21

Office, General Accounting. Financial management: DOD's approach to financial control over property needs structure : report to the Deputy Secretary of Defense. Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1997.

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22

Office, General Accounting. Financial management: Issues to be considered by DOD in developing guidance for disclosing deferred maintenance on aircraft : report to agency officials. Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1997.

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23

Office, General Accounting. Financial management: Coordinated approach needed to address the government's improper payments problems : report to the Ranking Minority Member, Committee on Governmental Affairs, U.S. Senate. Washington, D.C: United States General Accounting Office, 2002.

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24

Office, General Accounting. Financial management: Profile of Navy and Marine Corps financial managers : report to the Acting Assistant Secretary of the Navy (Financial Management and Comptroller). Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1998.

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25

Office, General Accounting. Financial management: Issues to be considered by DOD in developing guidance for disclosing deferred maintenance on ships : report to agency officials. Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1998.

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26

Office, General Accounting. Financial management: Problems in accounting for Navy transactions impair funds control and financial reporting : report to agency officials. Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1999.

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27

Office, General Accounting. Financial management: Implementation of the Cash Management Improvement Act : report to Congress. Washington, D.C: The Office, 1996.

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28

Office, General Accounting. Financial management: An overview of finance and accounting activities in DOD : report to the Chairman, Subcommittee on Defense, Committee on Appropriations, U.S. Senate. Washington, D.C: The Office, 1997.

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29

Office, General Accounting. Financial management: Some DOD contractors abuse the federal tax system with little consequence : report to congressional requesters. Washington, D.C. (P.O. Box 37050, Washington 20013): U.S. General Accounting Office, 2004.

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30

Office, General Accounting. Financial management: Misstatements of NASA's statement of budgetary resources : report to the chairman, Subcommittee on Space and Aeronautics, Committee on Science, House of Representatives. Washington, D.C. (P.O. Box 37050 Washington 20013): U.S. General Accounting Office, 2001.

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31

Office, General Accounting. Financial management: Federal Financial Management Improvement Act results for fiscal year 1999 : report to congressional committees. Washington, D.C. (P.O. Box 37050, Washington 20013): The Office, 2000.

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32

Office, General Accounting. Financial management: Federal Aviation Administration lacked accountability for major assets : report to the Chairman, Committee on the Budget, House of Representatives. Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1998.

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33

Office, General Accounting. Financial management: Federal Financial Management Improvement Act results for fiscal year 1997 : report to Congressional Committees. Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1998.

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34

Office, General Accounting. Financial management: Analysis of operating cash balance of the Defense Logistics Agency's stock fund : report to the chairman, Subcommittee on Defense, House Committee on Appropriations, House of Representatives. Washington, D.C: The Office, 1990.

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35

Financial Management: Audit of the White House Commission on the National Moment of Remembrance for fiscal years 2003 and 2002. Washington, D.C: The Office, 2004.

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36

Office, General Accounting. Financial management: Improved management needed for DOD disbursement process reforms : report to agency officials. Washington, D.C: The Office, 1997.

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37

Office, General Accounting. Financial management: Annual costs of Forest Service's timber sales program are not determinable. Washington, D.C: U.S. General Accounting Office, 2001.

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38

Office, General Accounting. Financial management: Army Industrial Fund did not recover costs : report to the Chairman, Subcommittee on Readiness, House Committee on Armed Services. Washington, D.C: The Office, 1993.

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39

Hallenbeck, Mark E. Equipment for Collecting Traffic Load Data. Transportation Research Board National Resear, 2004.

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40

Equipment for Collecting Traffic Load Data. Washington, D.C.: Transportation Research Board, 2004. http://dx.doi.org/10.17226/13717.

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41

Ants for load balancing in telecommunication networks. Palo Alto, CA: Hewlett-Packard Laboratories, Technical Publications Department, 1996.

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42

Ruud, Schoonderwoerd, and Hewlett-Packard Laboratories, eds. Ant-based load balancing in telecommunications networks. Palo Alto, CA: Hewlett-Packard Laboratories, Technical Publications Department, 1996.

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43

Improving traffic characterization to enhance pavement design and performance: Load spectra development. [Olympia, Wash.]: Washington State Dept. of Transportation, 2005.

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44

The Old Turks Load. Mysterious Press, 2013.

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45

Analysis of Network Traffic and Bandwidth Capacity: Load Balancing and Rightsizing of Wide Area Network Links. Storming Media, 1996.

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46

Washington (State). Solid Waste and Financial Assistance Program., ed. How long does it take to secure your load?: A few seconds more than it takes to destroy someone's life. [Olympia, Wash.]: Washington State Dept. of Ecology, Solid Waste & Financial Assistance Program, 2005.

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47

Washington (State). Solid Waste and Financial Assistance Program., ed. How long does it take to secure your load?: A few seconds more than it takes to destroy someone's life. [Olympia, Wash.]: Washington State Dept. of Ecology, Solid Waste & Financial Assistance Program, 2005.

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48

Paeglīte, Ilze. Kustīgās slodzes dinamiskās iedarbes uz autoceļu tiltiem eksperimentāla izpēte un novērtējums. RTU Press, 2021. http://dx.doi.org/10.7250/9789934227028.

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Using data obtained from the dynamic load testing of bridges a method was developed to evaluate level of the dynamic performance without performing a dynamic load test. In this method a dynamic index of the bridge is calculated. Dynamic index allows to evaluate the dynamic performance level of existing and new structures taking into account such bridge parameters as span length / height ratio, natural frequency, vibration damping coefficient, relative deflection and international roughness index IRI. Dynamic index method can be used by bridge owners and maintainers to determine the dynamic potential of a particular bridge. The maximum allowable values of the dynamic amplification factor for standard prestressed concrete beam bridges were determined. These values were calculated for maximum allowed traffic load in Latvia. The obtained results can be used for the safety assessment of existing and reconstructed reinforced concrete beam bridges.
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49

Identification of special-use truck traffic. College Station, Tex: Texas Transportation Institute, Texas A&M University System, 1985.

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50

Short, Simine. Opening the West. University of Illinois Press, 2017. http://dx.doi.org/10.5406/illinois/9780252036316.003.0003.

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This chapter details the selection of Octave Chanute to design and build a lasting bridge across the unbridged Missouri River at Kansas City. The offer to bridge the Missouri, the most difficult of all navigable streams, was a compliment for Chanute, but also a formidable challenge to his ambition as a civil engineer. The completion of the bridge called for the construction of about four hundred miles of connecting roads, bringing urbanization to the Kansas frontier. The thirty-seven-year-old Chanute built this rail system and connected it with eastern railroads, bringing profit to both systems. During the first 230 days of operation, 5,263 locomotives had pulled their load across the bridge, and $5,706 had been collected in tolls from street traffic. The chapter also describes Chanute's appointment as chief engineer of the Missouri River, Fort Scott & Gulf Railroad and his involvement in construction of the Kansas City & Santa Fe Railroad, Galveston Railroad, and Atchison & Nebraska Railroad.
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