Common use of Consultants Work Product Clause in Contracts

Consultants Work Product. The CONSULTANT will provide one (1) copy of each of the following items to the DEPARTMENT on each structure inspected by no later than the completion date stated in the Work Order. A completed structure inspection report on the DEPARTMENT’S inspection forms, written in a clear and concise language, documenting the condition of the structure. The CONSULTANT will include any findings obtained during Fracture Critical inspections. The CONSULTANT will indicate any structures the CONSULTANT recommends for underwater inspections. Two (2) new photographs each inspection cycle (one (1) of approach roadway and one (1) of elevation view), supporting photographs to help define the condition of the structure, such as showing major defects and current photos showing any load posting signs from both traffic directions. The CONSULTANT will provide photographs of any defect in structure as noted in a structure inspection report. The CONSULTANT will label all photographs with the structure number and inspection year. For existing structures designed before October 1, 2010 (allowable stress design (ASD) or load factor design (LFD) designs), the CONSULTANT will provide load capacity analysis calculations in accordance with the DEPARTMENT’S Load Rating Manual and the edition of the AASHTO “Manual for Bridge Evaluation” with the latest Interim Revisions in place at the time of execution of the Work Order The CONSULTANT will perform a load capacity analysis (Rating) for the HS-20 design vehicle, the DEPARTMENT’S Legal Load Truck Types: Type 3, Type 3S2, and Type 3-2, the notional rating load, and four specialized hauling vehicles. The load capacity for the HS-20 vehicle will be computed at both Inventory and Operating Levels. The CONSULTANT will compute load capacities based on the member sections found during the field inspection for the DEPARTMENT’S Legal Truck Types at the Operating or Legal Levels as appropriate. Provide Emergency Vehicle ratings if identified as required for the structure being evaluated. For existing structures designed by load and resistance factor design (LRFD) after October 1, 2010, the CONSULTANT will provide load capacity analysis calculations in accordance with the DEPARTMENT’S Load Rating Manual and the edition of the AASHTO “Manual for Bridge Evaluation” with latest Interim Revisions in place at the time of execution of the Work Order using the load and resistance factor rating (LRFR) method. The CONSULTANT will perform a load capacity analysis (Rating) for the HL-93 Design Load vehicle at Inventory and Operating levels, a Legal Load Rating for the South Dakota Legal Load Truck Types, the notional rating load and the four specialized hauling vehicles. Provide Emergency Vehicle ratings if identified as required for the structure being evaluated. The CONSULTANT will prepare a load analysis on all structures where feasible, such as steel girder, timber, culverts, and concrete structures with plans. The analysis shall include an electronic AASHTOWare Bridge Rating (BrR) model. The CONSULTANT will complete a Load Rating Summary Sheet to be included in the Bridge Inspection file. The CONSULTANT will enter inspection data into the Department’s bridge management software. The CONSULTANT will complete Repair and Posting Recommendation Forms, one (1) per structure. The CONSULTANT will include posting recommendations relative to repairs, rehabilitation, and replacement. Frequency of Inspection Recommendation: The CONSULTANT will recommend a frequency of the inspection interval on each structure. If the interval is less than twenty-four (24) months, this recommendation should include the frequency, what type of inspection will be required (NBI Routine or Special Inspection), or if the condition merely needs to be monitored, and which element(s) require the more frequent inspection or monitoring. The CONSULTANT will provide a stream cross section and place the cross section in the inspection file on all drainage structures, excluding box culverts and pipe, taken on the upstream side of bridge, to monitor scour. The CONSULTANT will have until January 1st of each year to individually meet with the county commission or city commission or council to review inspection documents and findings, including posting requirements if needed.

Consultants Work Product. The CONSULTANT will provide one (1) copy of each of the following items to the DEPARTMENT on each structure inspected by no later than the completion date stated in the Work Order. A completed structure inspection report on the DEPARTMENT’S inspection forms, written in a clear and concise language, documenting the condition of the structure. The CONSULTANT will include any findings obtained during Fracture Critical inspections. The CONSULTANT will indicate any structures the CONSULTANT recommends for underwater inspections. Two (2) new photographs each inspection cycle (one (1) of approach roadway and one (1) of elevation view), supporting photographs to help define the condition of the structure, such as showing major defects and current photos showing any load posting signs from both traffic directions. The CONSULTANT will provide photographs of any defect in structure as noted in a structure inspection report. The CONSULTANT will label all photographs with the structure number and inspection year. For existing structures designed before October 1, 2010 (allowable stress design (ASD) or load factor design (LFD) designs), the CONSULTANT will provide load capacity analysis calculations in accordance with the DEPARTMENT’S Load Rating Manual and the edition of the AASHTO “Manual for Bridge Evaluation” with the latest Interim Revisions in place at the time of execution of the Work Order Order. The CONSULTANT will perform a load capacity analysis (Rating) for the HS-20 design vehicle, the DEPARTMENT’S Legal Load Truck Types: Type 3, Type 3S2, and Type 3-2, and the notional rating load, load and four specialized hauling vehicles. The load capacity for the HS-20 vehicle will be computed at both Inventory and Operating Levels. The CONSULTANT will compute load capacities based on the member sections found during the field final inspection for the DEPARTMENT’S Legal Truck Types at the Operating or Legal Levels as appropriate. Provide Emergency Vehicle ratings if identified as required for the structure being evaluated. For existing structures designed by load and resistance factor design (LRFD) after October 1, 2010, the CONSULTANT will provide load capacity analysis calculations in accordance with the DEPARTMENT’S Load Rating Manual and the edition of the AASHTO “Manual for Bridge Evaluation” with latest Interim Revisions in place at the time of execution of the Work Order using the load and resistance factor rating (LRFR) method. The CONSULTANT will perform a load capacity analysis (Rating) for the HL-93 Design Load vehicle at Inventory and Operating levels, a Legal Load Rating for the South Dakota Legal Load Truck Types, the notional rating load load, and the four specialized hauling vehicles. Provide The CONSULTANT will provide Emergency Vehicle ratings if identified as being required for the structure being evaluated. The CONSULTANT will prepare a load analysis on all structures where feasible, such as steel girder, timber, culverts, and concrete structures with plans. The analysis shall will include an electronic AASHTOWare Bridge Rating (BrR) model. The CONSULTANT will complete a Load Rating Summary Sheet to be included in the Bridge Inspection file. The CONSULTANT will enter inspection data into the Department’s DEPARTMENT’S bridge management software. The CONSULTANT will complete Repair and Posting Recommendation Forms, one (1) per structure. The CONSULTANT will include posting recommendations relative to repairs, rehabilitation, and replacement. Frequency of Inspection Recommendation: The CONSULTANT will recommend a frequency of the inspection interval on each structure. If the interval is less than twenty-four (24) months, this recommendation should include the frequency, what type of inspection will be required (NBI Routine or Special Inspection), or if the condition merely needs to be monitored, and which element(s) require the more frequent inspection or monitoring. The CONSULTANT will provide a stream cross section and place the cross section in the inspection file on all drainage structures, excluding box culverts and pipe, taken on the upstream side of bridge, to monitor scour. The CONSULTANT will have until January 1st provide one (1) copy of each year of the following items to individually meet with the county commission or city commission or council to review inspection documents DEPARTMENT no later than the completion date stated in the Work Order. A Posting Summary Sheet listing, at a minimum, structure numbers, current postings, and findings, including posting requirements if neededrecommended postings for all structures inspected under each Work Order.

Consultants Work Product. The CONSULTANT will provide one (1) copy of each of the following items to the DEPARTMENT on each structure inspected by no later than the completion date stated in the Work Order. A completed structure inspection report on the DEPARTMENT’S inspection forms, written in a clear and concise language, documenting the condition of the structure. The CONSULTANT will include any findings obtained during Fracture Critical inspections. The CONSULTANT will indicate any structures the CONSULTANT recommends for underwater inspections. Two (2) new photographs each inspection cycle (one (1) of approach roadway and one (1) of elevation view), supporting photographs to help define the condition of the structure, such as showing major defects and current photos showing any load posting signs from both traffic directions. The CONSULTANT will provide photographs of any defect in structure as noted in a structure inspection report. The CONSULTANT will label all photographs with the structure number and inspection year. For existing structures designed before October 1, 2010 (allowable stress design (ASD) or load factor design (LFD) designs), the CONSULTANT will provide load capacity analysis calculations in accordance with the DEPARTMENT’S Load Rating Manual and the edition of the AASHTO “Manual for Bridge Evaluation” with the latest Interim Revisions in place at the time of execution of the Work Order Order. The CONSULTANT will perform a load capacity analysis (Rating) for the HS-20 design vehicle, the DEPARTMENT’S Legal Load Truck Types: Type 3, Type 3S2, and Type 3-2, the notional rating load, and four specialized hauling vehicles. The load capacity for the HS-20 vehicle will be computed at both Inventory and Operating Levels. The CONSULTANT will compute load capacities based on the member sections found during the field inspection for the DEPARTMENT’S Legal Truck Types at the Operating or Legal Levels as appropriate. Provide Emergency Vehicle ratings if identified as required for the structure being evaluated. For existing structures designed by load and resistance factor design (LRFD) after October 1, 2010, the CONSULTANT will provide load capacity analysis calculations in accordance with the DEPARTMENT’S Load Rating Manual and the edition of the AASHTO “Manual for Bridge Evaluation” with latest Interim Revisions in place at the time of execution of the Work Order using the load and resistance factor rating (LRFR) method. The CONSULTANT will perform a load capacity analysis (Rating) for the HL-93 Design Load vehicle at Inventory and Operating levels, a Legal Load Rating for the South Dakota Legal Load Truck Types, the notional rating load and the four specialized hauling vehicles. Provide Emergency Vehicle ratings if identified as required for the structure being evaluated. The CONSULTANT will prepare a load analysis on all structures where feasible, such as steel girder, timber, culverts, and concrete structures with plans. The analysis shall include an electronic AASHTOWare Bridge Rating (BrR) model. The CONSULTANT will complete a Load Rating Summary Sheet to be included in the Bridge Inspection file. The CONSULTANT will enter inspection data into the Department’s bridge management software. The CONSULTANT will complete Repair and Posting Recommendation Forms, one (1) per structure. The CONSULTANT will include posting recommendations relative to repairs, rehabilitation, and replacement. Frequency of Inspection Recommendation: The CONSULTANT will recommend a frequency of the inspection interval on each structure. If the interval is less than twenty-four (24) months, this recommendation should include the frequency, what type of inspection will be required (NBI Routine or Special Inspection), or if the condition merely needs to be monitored, and which element(s) require the more frequent inspection or monitoring. The CONSULTANT will provide a stream cross section and place the cross section in the inspection file on all drainage structures, excluding box culverts and pipe, taken on the upstream side of bridge, to monitor scour. The CONSULTANT will have until January 1st of each year to individually meet with the county commission or city commission or council to review inspection documents and findings, including posting requirements if needed.

Consultants Work Product. The CONSULTANT will provide one (1) copy of each of the following items to the DEPARTMENT on each structure inspected by no later than the completion date stated in the Work Order. A completed structure inspection report on the DEPARTMENT’S inspection forms, written in a clear and concise language, documenting the condition of the structure. The CONSULTANT will include any findings obtained during Fracture Critical inspections. The CONSULTANT will indicate any structures the CONSULTANT recommends for underwater inspections. Two (2) new photographs each inspection cycle (one (1) of approach roadway and one (1) of elevation view), supporting photographs to help define the condition of the structure, such as showing major defects and current photos showing any load posting signs from both traffic directions. The CONSULTANT will provide photographs of any defect in structure as noted in a structure inspection report. The CONSULTANT will label all photographs with the structure number and inspection year. For existing structures designed before October 1, 2010 (allowable stress design (ASD) or load factor design (LFD) designs), the CONSULTANT will provide load capacity analysis calculations in accordance with the DEPARTMENT’S Load Rating Manual and the edition of the AASHTO “Manual for Bridge Evaluation” with the latest Interim Revisions in place at the time of execution of the Work Order and the SDDOT Load Rating Manual. The CONSULTANT will perform a load capacity analysis (Rating) for the HS-20 design vehicle, the DEPARTMENT’S Legal Load Truck Types: Type 3, Type 3S2, and Type 3-2, and the notional rating load, load and four specialized hauling vehicles. The load capacity for the HS-20 vehicle will be computed at both Inventory and Operating Levels. The CONSULTANT will compute load capacities based on the member sections found during the field final inspection for the DEPARTMENT’S Legal Truck Types at the Operating or Legal Levels as appropriate. Provide Emergency Vehicle ratings if identified as required for the structure being evaluated. For existing structures designed by load and resistance factor design (LRFD) after October 1, 2010, the CONSULTANT will provide load capacity analysis calculations in accordance with the DEPARTMENT’S Load Rating Manual and the edition of the AASHTO “Manual for Bridge Evaluation” with latest Interim Revisions in place at the time of execution of the Work Order and the SDDOT Load Rating Manual using the load and resistance factor rating (LRFR) method. The CONSULTANT will perform a load capacity analysis (Rating) for the HL-93 Design Load vehicle at Inventory and Operating levels, a Legal Load Rating for the South Dakota Legal Load Truck Types, the notional rating load load, and the four specialized hauling vehicles. Provide The CONSULTANT will provide Emergency Vehicle ratings if identified as being required for the structure being evaluated. The CONSULTANT will prepare a load analysis on all structures where feasible, such as steel girder, timber, culverts, and concrete structures with plans. The analysis shall will include an electronic AASHTOWare Bridge Rating (BrR) model. The CONSULTANT will complete a Load Rating Summary Sheet to be included in the Bridge Inspection file. The CONSULTANT will enter inspection data into the Department’s DEPARTMENT’S bridge management software. The CONSULTANT will complete Repair and Posting Recommendation Forms, one (1) per structure. The CONSULTANT will include posting recommendations relative to repairs, rehabilitation, and replacement. Frequency of Inspection Recommendation: The CONSULTANT will recommend a frequency of the inspection interval on each structure. If the interval is less than twenty-four (24) months, this recommendation should include the frequency, what type of inspection will be required (NBI Routine or Special Inspection), or if the condition merely needs to be monitored, and which element(s) require the more frequent inspection or monitoring. The CONSULTANT will provide a stream cross section and place the cross section in the inspection file on all drainage structures, excluding box culverts and pipe, taken on the upstream side of bridge, to monitor scour. The CONSULTANT will have until January 1st provide one (1) copy of each year of the following items to individually meet with the county commission or city commission or council DEPARTMENT within the time frames identified below: No later than the completion date stated in the Work Order, a Posting Summary Sheet listing, at a minimum, structure numbers, current postings, and recommended postings for all structures inspected under each Work Order; and When a critical finding is discovered, the Inspection Team Leader shall complete Part I of the Critical Finding Report and submit a copy to review inspection documents the DEPARTMENT’S Inspection Program Manager and findings, including posting requirements if needednotify the DEPARTMENT’S Area Engineer where the structure is located within 48 hours of the finding. A Critical Finding is defined by the DEPARTMENT in Appendix I of the Bridge System Code Manual.