Best practices book - Flipbook - Page 123
BEST PRACTICES | 114
-
-
3. For concrete elements, perform testing and additional special
inspections in accordance with Section 1705.3.
bedrock (if applicable) and adequate end-bearing strata capacity.
Record concrete or grout volumes.
diameters, bell diameters (if applicable), lengths, embedment into
2. Verify placement locations and plumbness, confirm element
1. Inspect drilling operations and maintain complete and accurate
records for each element.
2. Record information for each helical pile that includes installation
equipment used, pile dimensions, tip elevations, final depth, final
installation torque and other pertinent installation data as
required by the Registered Design Professional in responsible
charge.
3. Determine compliance using the approved geotechnical report
(Section 1803.6) and the approved construction documents prepared
by the Registered Design Professional.
-
-
X
X
BEST PRACTICES | 114
1. Perform Special Inspections continuously during installation of
helical pile foundations.
-
X
REQUIRED SPECIAL INSPECTIONS & TESTING
HELICAL PILE FOUNDATIONS (1705.9):
-
X
CHECK
BOX
CONTINUAL PERIODIC
BELOW IF
REQ'D
9.
-
X
REQUIRED SPECIAL INSPECTIONS & TESTING
PLEASE PROVIDE THE NAME AND PHONE
NUMBER OF THE SPECIAL INSPECTION
AGENCY AND INDIVIDUAL PERFORMING
THIS SPECIAL INSPECTION SERVICE IN THE
SPACE BELOW.
PLEASE PROVIDE THE NAME AND PHONE
NUMBER OF THE SPECIAL INSPECTION
AGENCY AND INDIVIDUAL PERFORMING
THIS SPECIAL INSPECTION SERVICE IN THE
SPACE BELOW.
• Perform Special Inspections and Tests during installation of cast-in-place deep foundation elements as specified in Table 1705.8.
• Determine compliance using the approved geotechnical report (Section 1803.6), and the construction documents prepared by the
Registered Design Professionals.
CHECK
BOX
CONTINUAL PERIODIC
BELOW IF
REQ'D
8.
CAST-IN-PLACE DEEP FOUNDATIONS (1705.8 & TABLE 1705.8):
