| | No. | Evaluation indicator | Structural element | Evaluation item | Description of indicator |
| | 1 | Concrete strength | Beam, slab, column, wall | Performance test | The concrete strength of the structure entity shall be reflected to meet the specifications and design requirements | | 2 | Reinforcement cover thickness deviation | Beam, slab, column, wall | The measured deviation value of the cover thickness of longitudinal carrying bars in the structural entity is within the range of ±5 mm | | 3 | Column cross section dimension deviation | Column | The measured deviation value of the sectional dimension of cast-in-place reinforced concrete columns should be within the range of (+10, −5) mm | | 4 | Wall thickness deviation | Wall | The measured deviation value of wall thickness of cast-in-place reinforced concrete should be within the range of (+10, −5) mm | | 5 | Beam depth/width deviation | Beam | The measured deviation value of the beam depth and width of cast-in-place reinforced concrete shall be within the range of (+10, −5) mm | | 6 | Plate thickness deviation | Slab | The measured deviation of slab thickness of cast-in-place reinforced concrete shall be within the range of (+10, −5) mm |
| | 7 | Completeness of raw material record | Beam, slab, column, wall | Quality records | The material qualification certificate, the incoming acceptance record and the reexamination report shall be complete | | 8 | Completeness of construction record | Beam, slab, column, wall | The record of the working performance of premixed concrete, the concrete construction record, the reinforcement installation record and the construction quality check, and acceptance record shall be complete | | 9 | Completeness of test record | Beam, slab, column, wall | The test report of concrete mix proportion, the strength report of concrete specimen, and the test report of steel joint connection should be complete |
| | 10 | Axis deviation | Beam, column, wall | Allowable deviation | The measured deviation value of the axis position of structural element should not exceed 8 mm | | 11 | Elevation deviation | Beam, slab, column, wall | The measured deviation value of storey height elevation shall be within the range of ±10 mm | | 12 | Verticality deviation | Column, wall | The measured deviation value of height and verticality of component should not exceed 10 mm | | 13 | Planeness deviation | Beam, slab, column, wall | The measured deviation value of the surface evenness of the component shall not exceed 8 mm |
| | 14 | Crack | Beam, slab, column, wall | Appearance quality | Any defects that affect the transmission performance of the structure should not exist in joints of the entity | | 15 | Joint reliability | Beam, slab, column, wall | Any serious internal steel exposure should not exist in the structure entity | | 16 | Exposed reinforcing steel | Beam, slab, column, wall |
| | 17 | Overall appraisal | | | Integrate 16 indicators to evaluate construction quality |
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