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QUALITY CONTROL AND QUALITY ASSURANCE PLAN FOR
STATE AND LOCAL JURISDICTION BRIDGE SAFETY INSPECTIONS

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In order to insure that Oklahoma's bridges are being inspected and data is gathered in an accurate and consistent manner, it is necessary to implement quality control and quality assurance plans. For this purpose, quality control can be defined as the steps the inspecting agency and ODOT take to monitor that the inspections are performed correctly and the data collected is accurate. Quality assurance can be defined as the steps taken to insure that the work is being performed by qualified, quality inspectors and reviewers who are properly trained to perform the work.

QUALITY CONTROL

INTERNAL QUALITY CONTROL (by inspecting agency)

At least once every inspection cycle (24 months), the reviewing engineer (the engineer who routinely reviews inspection reports) for the inspecting agency (either Off- or On-System consulting firm) will randomly choose five (5) bridges to review in the field for each team leader (the reviewing engineer must be someone other than the team leader). The composition of these five bridges will be such that they represent a cross-section of bridge types inspected. It is strongly recommended that they include one of each of the following; a truss bridge, a timber girder bridge, a steel girder bridge, a concrete girder bridge (prestressed or regularly reinforced) and a bridge length concrete culvert. One of these representative bridges will include a bridge that is rated three (3) tons (if available in the bridges inspected by the team leader). This field review will consist of the reviewing engineer assessing the correctness and completeness of the inspection, including codings, elements and quantities, photos required by the contract as well as those needed to depict critical conditions, etc. This review should be done with the inspector so that any improper codings or procedures can be immediately corrected. The internal reviewer for the On-System ODOT team leaders shall be the team leader's supervisor (or supervisor's designee...in most cases the county bridge coordinator in each division).

The Bridge Division will develop a Quality Control plan for On-System ODOT inspectors. On- and Off-System consultant inspection firms shall develop their own Quality Control plan. As a minimum, the plan will include the following:

QUALITY CONTROL REPORT

Once the Quality Control Plan is approved by ODOT, the consultant or field division shall implement the plan. Following the field review, the consultant shall submit a report to the Bridge Division (with a copy to the appropriate field division) which contains the following:

On-System ODOT team leaders shall be reviewed by their supervisor (or designee, someone familiar with inspection procedures and codings) in this same manner, with a written report and suggestions for correcting findings returned to the Bridge Division.

EXTERNAL QUALITY CONTROL (by ODOT)

Each inspecting agency shall be reviewed by ODOT in the field at least once during a two-year cycle. This review will be conducted by the persons in the field division county bridge coordinators office who are trained and are very familiar with inspection procedures and codings. It will consist of reviewing inspections of at least five (5) bridges in the field. These bridges will represent the different types of bridges commonly found in the counties inspected by that agency. As a minimum, one of each of the following bridge types should be reviewed; a truss bridge, a timber girder bridge, a steel girder bridge, a concrete girder bridge (prestressed or regularly reinforced) and a culvert. One of these representative bridges will include a bridge that is rated three (3) tons (if available). A Quality Control Report of the findings of this review shall be forwarded to the inspecting agency with a copy to the Bridge Division. In addition, the Bridge Division will randomly review four (4) inspecting agencies each year in the same manner. A copy of their findings will be forwarded to the inspecting agency and the appropriate field division.

In addition to the field review, the inspecting agency's office procedures may be reviewed. This may include load rating procedures, filing procedures and bridge file content, consultants in-house quality control plan, procedures and results, consultant's procedures for notification and follow-up with bridge owners for load posting and closing of bridges as required by ODOT policies, etc.

QUALITY ASSURANCE

CONTINUING TRAINING

As part of this quality control/quality assurance process, some form of continuing training will be required for all team leaders and the reviewing engineer. As a minimum, this training will consist of the following:

DISQUALIFICATION

When the inspection review indicates that a team leader and/or an inspecting agency continues to make the same or similar mistakes, omissions, etc., ODOT shall implement disqualification procedures as follows:

REASONS FOR DISQUALIFICATION

Typical reasons for disqualification can be, but are not limited to, the following:

The Oklahoma Department of Transportation has the final authority to carry out this disqualification process. The inspecting agency must agree to these procedures as part of any bridge safety inspection agreement before they will be allowed to perform any bridge safety inspections.

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