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Pages 43-50

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Select key terms on the right to highlight them within pages of the chapter.


From page 43...
... Quality Acceptance Quality acceptance is done by a quality assurance auditor, who is not the equipment operator. This process verifies that the data collection and quality control processes have been conducted properly.
From page 44...
... Data Trend Monitoring MDSHA uses the percentage of the network in acceptable condition -- called acceptable rate -- to monitor the network-level pavement condition. A software program summarizes the acceptable rates in terms of IRI, rutting, cracking, and friction individually by route, county, district, or statewide.
From page 45...
... (96) presents some interesting approaches for comparing time-history pavement condition data.
From page 46...
... Initial Calibration The calibration of the service provider's longitudinal profile, transverse profile, and pavement distress measurement processes was done using 13 known-location control sections. The control sites varied in length, smoothness, and distress 46 conditions.
From page 47...
... started implementing a PMS, quality pavement condition data were identified as a key component. The agency recognized the importance of checking the quality of data before they are used for important management decisions and has implemented detailed quality control and acceptance processes.
From page 48...
... The Manual's rating methodology was designed to be applicable to both automated and manual surveys so that it can be used for network- and project-level analysis. The surveys and data post-processing are guided by quality management procedures to ensure that the data are collected accurately and repeatedly from year to year.
From page 49...
... The rut depth measurements must have an accuracy of ±3 mm of manual survey, and a repeatability of ±3 mm standard deviation for five runs. Production Survey Quality Acceptance During production surveys, quality acceptance is primarily done using blind sites situated along various highways in each region.
From page 50...
... It highlights two interesting approaches for comparing time-history pavement condition data and presents an example of a service provider-supplied quality control process that includes an independent validation and verification. Among other criteria, the acceptance plan requires that 95% of the data checked fall within plus or minus 10 index points of the data collected by a third-party validation and verification rater.


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