MOVEMENT OF THE CASING.
WHERE ANCHORS MUST BE INSTALLED PRIOR TO
CONSTRUCTION OF THE NEW STRUCTURE, THE CONTRACTOR
MUST ADEQUATELY PROTECT THE ANCHOR COMPONENTS DURING
SUBSEQUENT CONSTRUCTION.
THE FOLLOWING SENTENCE SHOULD BE INCLUDED IN
PARAGRAPH FIELD QUALITY CONTROL, SUBPARAGRAPH
GENERAL WHEN THE CONDITIONS APPLY OR WHEN STRESSING
AND TESTING THE ANCHOR IS EXPECTED TO CAUSE
SIGNIFICANT MOVEMENT OF THE STRUCTURE SUCH AS:
a. HIGHLY LOADED ANCHORS WITHIN THE TOP 1.5 METERS
(5 FEET) OF THE STRUCTURE
b.
HIGH TEST LOADS ON PASSIVE ANCHORS
c. ANCHORS DESIGNED TO SUPPORT FUTURE LOADS WHICH
ARE MUCH HIGHER THAN CURRENT LOADS
"STRESSING FOR [PERFORMANCE] [AND] PROOF [AND
EXTENDED CREEP] TESTS SHALL BE BY A METHOD WHICH
DOES NOT INDUCE ANY STRESSING LOADS ON THE EXISTING
STRUCTURE"
**************************************************************************
1.1
REFERENCES
**************************************************************************
NOTE: Issue (date) of references included in
project specifications need not be more current than
provided by the latest guide specification. Use of
SpecsIntact automated reference checking is
recommended for projects based on older guide
specifications.
**************************************************************************
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to within the text by the
basic designation only.
ACI INTERNATIONAL (ACI)
ACI 301
(1999) Specifications for Structural
Concrete for Buildings
ACI 318/318R
(2002) Building Code Requirements for
Structural Concrete and Commentary
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
(AASHTO)
AASHTO M 252
(2002) Corrugated Polyethylene Drainage
Pipe
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
AISC 316
(1989) ASD Manual of Steel Construction
SECTION 02490
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