Construction Program Management and Inspection Guide
Construction Program Management and Inspection Guide
Construction Program Management and Inspection Guide
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Appendix B: Quality Assurance Resources<br />
CONSTRUCTION PROGRAM MANAGEMENT AND INSPECTION GUIDE (5/01/04)<br />
B–50 SAMPLE<br />
All physical Acceptance samples of material will be split prior to testing in accordance with<br />
relevant AASHTO <strong>and</strong> NETTCP procedures. The split sample portion of material not used for<br />
testing will be retained in the original sample bag with proper identification. The split sample will<br />
be stored in the Sample Storage Room at the Laboratory which performed the test for a minimum<br />
of 60 Days following testing.<br />
8.3 – Correlation Testing Prior to Production<br />
Transportation Agency Acceptance personnel <strong>and</strong> ABC Contractors QC Personnel will<br />
perform Correlation Testing on split samples prior to the start of construction. The purpose of the<br />
Correlation samples is to correlate the laboratory <strong>and</strong> field Acceptance testing results with the<br />
laboratory <strong>and</strong> field QC testing results to determine any between laboratory/field testing<br />
equipment variability before production begins. The results of Correlation testing will be<br />
documented on the relevant St<strong>and</strong>ard Test Report Forms contained in Appendix __ (see Note,<br />
page B–17).<br />
8.4 – Validation of QC Test Results<br />
Validation is defined as the process of comparing two independently obtained sets of test results<br />
(i.e. Transportation Agency’s Acceptance test results to ABC Contractors’ QC test results)<br />
during the progress of the work to determine whether they came from the same Population of<br />
material. The Validation will be performed through a statistical comparison of Transportation<br />
Agency’s Acceptance test results <strong>and</strong> ABC Contractors’ QC test results. The statistical<br />
comparison of test results will be made using the test result st<strong>and</strong>ard deviations (F-test) <strong>and</strong> the<br />
test result means (t-test) at a significance level of 0.01 <strong>and</strong> in accordance with the procedures<br />
contained in Appendix F of the AASHTO Implementation Manual For Quality Assurance (February<br />
1996).<br />
If the Validation results indicate that ABC Contractors’ QC test results <strong>and</strong> Transportation<br />
Agency’s Acceptance test results came from the same Population, then the QC test results will be<br />
included with the Acceptance test results in the final acceptance determination as outlined in<br />
Sections 8.6 <strong>and</strong> 8.7 below. If the Validation results indicate that ABC Contractors’ QC test<br />
results <strong>and</strong> Transportation Agency’s Acceptance test results are not from the same Population,<br />
then only Transportation Agency’s Acceptance test results will be used in the final acceptance<br />
determination.<br />
8.5 – Quality Limits<br />
Two types of Quality Limits will be applied to Validated QC <strong>and</strong> Acceptance testing results for the<br />
acceptance determination. These are “Engineering Limits” <strong>and</strong> “Specification Limits”, which<br />
are defined as follows:<br />
Engineering Limits – Absolute limits, established on the basis of Engineering study or<br />
judgment, which each individual test result for a given Lot must fall within. Work represented<br />
by individual test results which are above or below the Engineering Limits will not be<br />
accepted.<br />
Specification Limits – Limiting values, established on the basis of statistical concepts <strong>and</strong><br />
analysis, which are used to assess the Percent Within Limits (PWL) for a given Lot. The<br />
Mean of all individual test results for a given Lot must fall within the Specification Limits <strong>and</strong><br />
the PWL must meet or exceed the specified PWL in order for the Lot to be accepted.