J11Inspection of H-piles

Where applicable, inspection of piling shall satisfy the requirements of this section. These inspections shall be performed by both the responsible contractor's quality control personnel and by quality assurance personnel. The inspection tasks listed in Table J11.1 shall be performed as applicable.

User Note: Splices of H-piles, as members subjected to axial and flexural loads, should be inspected as columns.

TABLE J10.1 Inspection of Composite Structures Prior to Concrete Placement

Inspection of Composite Structures Prior to Concrete Placement: QC: QA: QC Task: QC Doc.: QA Task: QA Doc.: Material identification of reinforcing steel (type/grade): QC Task: O QC Doc.: - QA Task: O QA Doc.: - If welded, determination of carbon equivalent for reinforcing steel other than ASTM A706/A706M: QC Task: O QC Doc.: - QA Task: O QA Doc.: - Proper reinforcing steel size, spacing, and orientation: QC Task: O QC Doc.: - QA Task: O QA Doc.: - Reinforcing steel has not been rebent in the field: QC Task: O QC Doc.: - QA Task: O QA Doc.: - Reinforcing steel has been tied and supported as required: QC Task: O QC Doc.: - QA Task: O QA Doc.: - Required reinforcing steel clearances have been provided: QC Task: O QC Doc.: - QA Task: O QA Doc.: - Composite member has required size: QC Task: O QC Doc.: - QA Task: O QA Doc.: -

Note: Doc. = documentation

• = indicates no documentation is required

TABLE J10.2 Inspection of Composite Structures During Concrete Placement

Inspection of Composite Structures During Concrete Placement: QC: Task: Task Doc.: Doc. QA: Task: Task Doc.: Doc.

Concrete: Material identification (mix design, compressive strength, maximum large aggregate size, maximum slump): QC: Task: O Doc.: D QA: Task: O Doc.: D

Limits on water added at the truck or pump: QC: Task: O Doc.: D QA: Task: O Doc.: D

Proper placement techniques to limit segregation: QC: Task: O Doc.: - QA: Task: O Doc.: -

Note: Doc. = documentation

• = indicates no documentation is required