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minimum anchor spacing and edge distance, as well as
minimum member thickness, must comply with the values In the products ICC-ES Report
given
The registered design professional in responsible charge
and the engineers of record involved in the design of the Approved Agency
project are permitted to act as the
If reinforcing bars are encountered during drilling the
Consulting with the EOR
correct action would be
for adhesive anchors, the characteristics bond stresses
and suitability for structural applications are established ACI 355.4
by testing in accordance with
Special inspections and tests shall be required for pro-
posal work that is, in the opinion of the building oflcial, All of the above
unusual in its nature, as such, but not limited to
ACI 355.4, qualification of post installed adhesive anchors
in concrete, is applicable to anchors with a specified min- 1 - 5/8 inches
imum embedment depth of
Proof loads are usually determined as a Percentage of the anchor ultimate tensile strength
True or False: The contractor is permitted to employ the
approved agencies for special inspection where the con- True
tractor is also the owner of the project?
The ettective embedment depth, measure from the con-
crete surface to the deepest point at which bond to the h subscript(ef)
concrete is established is identified as
True or false: Powers PE1000+ epoxy adhesive are recog-
nized for use to resist short-term and long-term loads, in-
True
cluding wind and earthquake loads, subject to conditions
of the ICC-ES Evaluation report?
, Adhesive Anchor Training Comprehensive Resource To Help You Ace 2026-2027 Exams
Includes Frequently Tested Questions With ELABORATED 100% Correct COMPLETE SOLUTIONS
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Short sections of anchor rods the have been burned or
Incorrect embedment
sawed are indictive of:
The elapsed time after mixing adhesive material compo-
nents to onset of significant chemical reaction as charac- Gel Time
terized by an increase in viscosity is
Periodic and final inspection reports are required to be
Building oflcial and engineer or architect of record
summited to the
Powers PE1000+ epoxy adhesive anchors must be in-
The manufacturers published installation instructions
stalled in accordance with?
ACI 355.4-11 qualification of post installed adhesive an-
chors in concrete standard applies to anchors with di-
20d(a)
ameter of 1/4in or larger and an embedment depth not
exceeding:
The( ) ensures that the components are well mixed so the
Mixing Nozzle
adhesive resin is activated by the hardener
The ICC-ES evaluation report for the powers 1000+ prod-
uct specifies that holes drilled in concrete be cleaned out Steel wire brush
by using?
ACI 355.4 requires the manufacturer to provide inspection
procedures for each type of anchoring system, to verify True
proper usage of their products (true or false)
1. packaging from no-specified adhesive products
An observant inspector can derive clues about the quality
2. discarded mixing nozzles that have been cut ott
of the installations from tell-tale signs at the site of the
3. lack of evidence of expressing adhesive when starting a
installation, some of which include
new cartridge
The ICC-ES evaluation report for the Powers 1000+ prod-
uct requires that drilled holes for threaded rod diameter
90 psi
greater than 3/4in be cleaned out using compressed air
at a minimum of: