may be by lump sum for various items on the schedule.
4. For large complex projects, this specification
may be used in conjunction with UFGS-03700 MASS
CONCRETE. If so used, the portions of the project
to be constructed under the respective
specifications must be clearly called out in the
contract documents.
The content of this specification is such that
guidance given in EM 1110-2-2000, "Standard Practice
for Concrete", is applicable.
**************************************************************************
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 117
(1990; R 2002) Standard Tolerances for
Concrete Construction and Materials &
Commentary
ACI 211.1
(1991; R 2002) Standard Practice for
Selecting Proportions for Normal,
Heavyweight, and Mass Concrete
ACI 214R
(2002) Evaluation of Strength Test Results
of Concrete
ACI 303R
(1991) Guide to Cast-In-Place
Architectural Concrete Practice
ACI 305R
(1999) Hot Weather Concreting
ACI 318/318R
(2002) Building Code Requirements for
Structural Concrete and Commentary
ACI 318M/318RM
(2002) Metric Building Code Requirements
for Structural Concrete and Commentary
ASTM INTERNATIONAL (ASTM)
ASTM C 1017/C 1017M
(2003) Chemical Admixtures for Use in
Producing Flowing Concrete
ASTM C 1059
(1999) Latex Agents for Bonding Fresh to
SECTION 03301A
Page 6
Previous Page
