Best practices book - Flipbook - Page 121
BEST PRACTICES | 112
CHECK BOX
BELOW IF
REQUIRED
6.
4. Verify use of proper materials, densities and lift thicknesses
during placement and compaction of compacted fill.
X
X
-
BEST PRACTICES | 112
5. Prior to placement of compacted fill, inspect subgrade and verify
that site has been prepared properly.
3. Perform classification and testing of controlled fill materials.
X
-
2. Verify excavations are extended to proper depth & have reached
proper material.
1. Verify materials below shallow foundations are adequate to achieve
the design bearing capacity.
X
X
-
REQUIRED SPECIAL INSPECTIONS & TESTING
-
PERIODIC
CONTINUAL
PLEASE PROVIDE THE NAME AND PHONE
NUMBER OF THE SPECIAL INSPECTION
AGENCY AND INDIVIDUAL PERFORMING
THIS SPECIAL INSPECTION SERVICE IN THE
SPACE BELOW.
Exception: Where Section 1803 does not require reporting of the materials and procedures for fill placement, the special inspector shall verify that
the in-place dry density of the compacted fill is not less than 90% of the maximum dry density at optimum moisture content determined in
accordance with ASTM D 1557.
• Determine that proper materials and procedures are used during fill placement and in accordance with the provisions of the approved
geotechnical report.
• Perform Special Inspections and Tests of existing site soil conditions, fill placement and load-bearing requirements as required by Section
1705.6 and Table 1705.6.
• Determine compliance using the approved geotechnical report (Section 1803.6), and the construction documents prepared by the Registered
Design Professional.
SOILS (1705.6 & TABLE 1705.6):
