Frequently Asked Questions - Engineering
Is the welding
of steel reinforcement permitted?
size concrete wall ties acceptable?
types of wall ties are acceptable for use in constructing concrete walls and are
patching of the wall tie ends required?
are the requirements for proper curing of concrete?
are the minimum requirements that a contractor must meet, for documenting the
proper concrete mix used in cast-in-place concrete projects?
fiber mesh be used in lieu of steel reinforcement?
prequalified designs require design approval?
are the minimum requirements for soil bearing capacity?
steel reinforcement bars be heated and bent to desired shapes?
additional water be added to the concrete mix after arrival onsite?
Q. Is the
welding of steel reinforcement permitted?
A. No. Manufactured materials that contain the welding of
reinforcement steel that is inherent within their design, such as welded wire
fabric are acceptable products. Precast concrete will continue to be
manufactured to their specific specifications.
Are nominal size concrete wall ties acceptable?
A. No. Wall ties used in the forming of cast-in-place
concrete walls are made in nominal or full dimensions. An 8-inch nominal
wall tie does not measure a full 8 inches in width and therefore, when used,
will not result in an 8-inch thick concrete wall. An 8-inch full wall
tie, as the name implies, does measure a full 8 inches and will result in an
8-inch thick concrete wall. Therefore, nominal size wall ties are not
acceptable, full dimension wall ties are required.
What types of wall ties are acceptable for use in constructing concrete walls
and are patching of the wall tie ends required?
A. Concrete wall ties are typically flat with a notched break
area or round. Wall tie ends must be broken off and patched with a concrete
epoxy or polymer modified cement. Patching is required on both the inside and
outside of concrete structures.
What are the requirements for proper curing of concrete?
A. Curing must be accomplished by protecting the concrete
from drying during the curing period by leaving forms in place, spraying or
sprinkling the concrete with water, covering with wet burlap or plastic
sheeting, or by use of a curing compound. The protection must be applied
immediately after the initial set of the concrete. A minimum curing period of 3
days is required when atmospheric temperatures are at or above 55� F or 7 days
when the atmospheric temperature is below 55� F. Concrete must be kept from
freezing during the curing period.
What are the minimum requirements that a contractor must meet, for documenting
the proper concrete mix used in cast-in-place concrete projects?
A. Concrete mix tickets are required for all concrete
projects. Mix tickets should include the mix strength, type of cement, type of
admixtures, time loaded, time load arrived at job site, and time unloading is
complete. If this information is not included on the ticket, the concrete
supplier shall provide documentation with the minimum information for the design
Can fiber mesh be used in lieu of steel reinforcement?
A. No. Fiber mesh is used to control cracking during the
curing process. It may be used in addition to steel reinforcement, but not as a
Do prequalified designs require design approval?
A. Yes. Prequalified engineering designs are to be used as
part of a site-specific design. The site-specific design must be reviewed and
approved by someone with the appropriate engineering approval authority. The
vendor must supply to the field office all appropriate construction drawings,
notes, details, and construction specifications prior to construction for
engineering approval. In situations where a different prequalified design is
being substituted into an already approved site design, all documentation must
be provided by the vendor and the design reviewed and reapproved prior to start
of any construction.
What are the minimum requirements for soil bearing capacity?
A. Criteria for allowable soil bearing capacity based on
foundation description are contained in the Waste Storage Facility conservation
practice standard (code 313) Table 1-Presumptive Allowable Bearing Stress
Values. Site soil investigations are to include a soil foundation description
that corresponds to Table 1. The actual soil bearing (allowable stress) capacity
for the site must meet or exceed the soil bearing capacity required by the
design. When the actual soil bearing capacity (based on foundation description)
is less than that required by the design, the design cannot be used unless site
specific testing for soil bearing capacity is performed. The site soil bearing
capacity must meet or exceed the required soil bearing capacity for the planned
design. Testing is to be performed by a qualified geotechnical engineering
representative. A copy of the test report must be kept on file with the
engineering plans. The testing must be complete prior to start of construction.
Can steel reinforcement bars be heated and bent to desired shapes?
A. No. Reinforcing steel shall be bent cold. Bars that
fracture or crack during bending shall be replaced.
Can additional water be added to the concrete mix after arrival onsite?
A. Each concrete supplier has different mixing procedures.
Some plants add all mix water prior to leaving the plant. Some add a portion at
the plant with additional to be added onsite. It is important to determine the
applicable procedure prior to placing concrete. No water is to be added that
exceeds the amount used for the design mix. Most concrete tickets require
contractor waiver signature to add more water, however this should not be
State Conservation Engineer