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CHAPTER THREE SURVEY QUESTIONNAIRE
CHAPTER FIVE CONCLUSIONS
APPENDIX B Survey Questionnaire OnLine Version Only
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AASHTO Additional comments apply ASTM autocalibration axle load axle spacing AZ-Enf bending plate calibration drift calibration using test calibration using traffic Check Class 9 trucks CO-Enf Comment Responses compute calibration factors CT-R enforcement screening Federal Highway Administration high speed WIM installed km/h known weight Lanes Sensor Type(s load cell LTPP majority of agencies method monitoring using traffic MT-Traffic Number of Type on-site calibration on-site evaluation/calibration Piezo procedure Quartz Responses sample selected semi-trailer trucks Speciﬁcation specify Speed WIM System static scales stream WIM data survey Systems Approximate Number Table tandem axle test truck runs test vehicle traffic data collection traffic stream trucks traffic stream vehicles traffic stream WIM trucks of known Type I WIM Type II systems vendor weigh scales Weigh-in-Motion WIM calibration monitoring WIM data QC WIM error computations WIM Lanes Sensor WIM measurements WIM sensors WIM site WIM sites WIM System Calibration WIM Systems Approximate