Specs

Bridgestone Retail Operations, LLC
PROJECT MANUAL
Version: Version: January 2012
b. Determine that proper bearing strata is obtained and utilized for bearing and that shafts
are properly clean and dry before placing concrete.
c. Notify Architect if soil or water conditions require casing of piers.
d. Prepare and submit inspection reports of pier drilling which shall contain following:
i. Pier mark with location as established on the drawings, using grid lines as
references.
ii. Pier diameter and bell size.
iii. Pier bearing elevation (depth) as calculated from finish floor elevation.
iv. Depth of penetration into bearing strata.
v. Condition of bottom of excavation.
vi. Plumbness deviation.
vii. Description of unusual conditions encountered, including ground water and if
casing was used, size and depth of casing.
viii. Size, number and length of rebar placed.
ix. Record of deviations from Contract Document requirements.
e. Perform concrete testing in accordance with Section 01400 Quality Requirements.
3.05 TOLERANCES
a. Maximum: 1" in l0' from vertical for plumb piers.
b. Top: Maximum 2 inches from location indicated.
3.06 WARRANTY/GUARANTEE
A. Contractor shall be responsible for additional work as may be required to correct work, which
does not conform to specified requirements, including strength and tolerances.
END OF SECTION
DRILLED PIER FOUNDATIONS 02370 Page 3 of 3