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| This report is an archived publication and may contain dated technical, contact, and link information | |
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Publication Number: FHWA-HRT-05-079
Date: May 2006 |
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Optimization of Traffic Data Collection for Specific Pavement Design ApplicationsAppendix B. CLUSTER ANALYSIS RESULTSFigure 24. Clusters of LTPP sites by annual tandem-axle load distribution, Washington State. Figure 25. Clusters of LTPP sites by annual tandem-axle load distribution, Vermont. Figure 26. Clusters of LTPP sites by annual tandem-axle load distribution, Mississippi. Figure 27. Clusters of LTPP sites by annual tandem-axle load distribution, Minnesota. Figure 28. Clusters of LTPP sites by annual tandem-axle load distribution, Michigan. Figure 29. Clusters of LTPP sites by annual tandem-axle load distribution, Indiana. Figure 30. Clusters of LTPP sites by annual tandem-axle load distribution, Connecticut. Figure 31. Clusters of LTPP sites by annual average truck class distribution, Washington State. Figure 32. Clusters of LTPP sites by annual average truck class distribution, Vermont. Figure 33. Clusters of LTPP sites by annual average truck class distribution, Mississippi. Figure 34. Clusters of LTPP sites by annual average truck class distribution, Minnesota. Figure 35. Clusters of LTPP sites by annual average truck class distribution, Michigan. Figure 36. Clusters of LTPP sites by annual average truck class distribution, Indiana. Figure 37. Clusters of LTPP sites by annual average truck class distribution, Connecticut.
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Topics: research, infrastructure, pavements and materials Keywords: research, infrastructure, pavements and materials,Traffic input, NCHRP 1-37A design guide, LTPP, clustering, tolerable errors, confidence level. TRT Terms: Pavements--Design and construction--Data processing, Traffic surveys--Data processing, Long-Term Pavement Performance Program (U.S.), Pavement performance Updated: 04/23/2012
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