ICC SI Reinforced Concrete Codes Module - 47CY Exam Book Package Guide

The ICC Reinforced Concrete Codes Module is intended for construction professionals preparing to demonstrate their knowledge of reinforced concrete materials, reinforcing steel, formwork, concrete placement, field sampling, fresh concrete testing, curing, inspection procedures, and special inspection responsibilities.

The ICC SI Reinforced Concrete Codes Module - 47CY Exam Book Package provides concrete inspection and ASTM reference materials selected to support organized, book-based exam preparation.

The package is listed at a sale price of $1,645.00, reduced from the regular price of $1,745.00.

This guide explains the purpose of the Reinforced Concrete Codes Module, the references included in the package, major reinforced concrete study subjects, field-testing procedures, special inspection responsibilities, and practical ways to prepare for the examination.

ICC SI Reinforced Concrete Codes Module - 47CY Exam Book Package

The ICC SI Reinforced Concrete Codes Module - 47CY Exam Book Package is intended for candidates who prefer preparing directly from printed technical references.

Reinforced concrete inspection requires candidates to connect approved construction documents with concrete materials, reinforcing-steel standards, formwork, bar placement, delivery information, sampling procedures, field tests, test specimens, placement operations, curing, and inspection documentation.

The package is listed at a sale price of $1,645.00, reduced from the regular price of $1,745.00.

This package may be appropriate for candidates who:

• Prefer studying from printed technical references
• Need concrete inspection and ASTM standards in one package
• Want to practice reference navigation under timed conditions
• Already have concrete construction or testing experience
• Need to strengthen reinforcement and field-testing knowledge
• Want professional references that remain useful after testing
• Are preparing for the ICC 47C Reinforced Concrete Codes examination

What Is Included in the 47CY Exam Book Package?

The current package listing identifies the following references:

• 2021 ICC Concrete Manual
• ASTM A615/A615M-26
• ASTM A706/A706M-26
• ASTM A775/A775M-22
• ASTM C31/C31M-26a
• ASTM C33/C33M-24a
• ASTM C94/C94M-26a
• ASTM C143/C143M-26a
• ASTM C150/C150M-24
• ASTM C172/C172M-25
• ASTM C231/C231M-26
• ASTM C685/C685M-25a

These references support study of reinforced concrete inspection, reinforcing bars, weldable reinforcement, epoxy-coated reinforcement, concrete aggregates, portland cement, ready-mixed concrete, volumetric batching, sampling, slump testing, air-content testing, field specimens, and inspection documentation.

Candidates should confirm the exact editions and current package contents before ordering because reference requirements may change with the selected code cycle.

What Is the ICC Reinforced Concrete Codes Module?

ICC officially identifies the national codes examination as 47C Reinforced Concrete Codes. The exam book package uses the product designation 47CY, which may identify the preparation package or applicable code-cycle path.

The examination is currently listed with 60 questions and a two-hour testing period.

The codes module evaluates a candidate’s ability to locate, understand, and apply requirements involving reinforcing steel, concrete materials, formwork, placement, sampling, testing, curing, joints, embedded items, concrete strength, and special inspection responsibilities.

Candidates should confirm the current exam format, code cycle, approved references, testing method, and administrative policies through the ICC Exam Catalog before registering.

Reinforced Concrete Special Inspector Certification Path

The Reinforced Concrete Codes Module is one part of the ICC Category 47 certification pathway.

ICC currently identifies the following examination components:

• Special Inspector General Requirements – GR
• Reinforced Concrete Codes – 47C
• Reinforced Concrete Plans – 47P

The 47C module focuses on technical code, material, testing, and inspection knowledge. The 47P module evaluates the ability to interpret structural plans, concrete details, reinforcement schedules, sections, specifications, and project information.

The GR module may not be required when a candidate already holds an active ICC Special Inspector certification. Candidates should verify their current requirements through ICC before scheduling examinations.

Category 47, Category 48, and Category 49

ICC uses several reinforced concrete categories to distinguish examination completion from additional field-testing or experience requirements.

• Category 47: Completed by satisfying the applicable ICC GR, 47C, and 47P examination requirements.
• Category 48: Reinforced Concrete Special Inspector Associate, which requires Category 47 and the applicable ACI Concrete Field Testing Technician Grade I credential process.
• Category 49: Reinforced Concrete Special Inspector, which requires Category 47 and completion of the applicable ACI experience-evaluation process.

Candidates should confirm the credential level required by their employer, testing agency, building official, jurisdiction, or project specifications.

ICC Certification and Local Approval

ICC certification does not automatically authorize an individual to perform reinforced concrete special inspections on every project.

The building official or authority having jurisdiction may also require:

• Documented concrete inspection experience
• ACI field-testing certification
• Education in construction, engineering, or materials testing
• Employer or approved-agency affiliation
• Professional references
• Project-specific qualifications
• Jurisdictional registration
• Knowledge of locally adopted codes
• Continuing education
• Active certification status

Candidates should review both ICC requirements and the requirements of the jurisdiction where they plan to perform inspection work.

What Does a Reinforced Concrete Special Inspector Do?

A Reinforced Concrete Special Inspector observes concrete construction and verifies that materials, reinforcement, formwork, placement, sampling, testing, curing, and completed work comply with approved construction documents and applicable requirements.

Common responsibilities may include:

• Reviewing approved structural plans and specifications
• Verifying reinforcing-bar size, grade, location, and spacing
• Checking lap splices, hooks, development, and mechanical connections
• Inspecting formwork and concrete cover
• Verifying embedded items and anchor bolts
• Reviewing concrete mixture and delivery information
• Observing concrete placement and consolidation
• Sampling freshly mixed concrete
• Observing slump and air-content tests
• Observing preparation of concrete strength specimens
• Checking curing and protection procedures
• Reviewing field and laboratory test reports
• Documenting deficiencies and corrective work
• Preparing daily inspection reports
• Communicating findings to authorized project representatives

The special inspector verifies compliance but does not replace the responsibilities of the contractor, concrete supplier, testing laboratory, registered design professional, or building official.

Approved Construction Documents

Reinforced concrete inspection begins with the approved construction documents. The inspector must understand what concrete strength, reinforcement, dimensions, cover, joints, embedments, and testing requirements apply to the project.

Important documents may include:

• Approved structural plans
• Foundation plans
• Concrete schedules
• Reinforcement details
• Wall, slab, beam, and column sections
• Project specifications
• Statement of special inspections
• Approved concrete mixture submittals
• Reinforcing-steel submittals
• Shop drawings
• Post-installed anchor submittals
• Requests for information
• Approved revisions and field changes
• Testing reports
• Corrective-action documentation

The inspector should compare actual construction with approved documents rather than relying only on typical concrete practices.

2021 ICC Concrete Manual

The 2021 ICC Concrete Manual is the primary general concrete inspection reference identified in the package.

Important study areas may include:

• Concrete materials
• Reinforcing steel
• Formwork
• Concrete cover
• Bar placement
• Splices and development
• Embedded items
• Concrete delivery
• Placement procedures
• Consolidation
• Construction joints
• Finishing
• Curing and protection
• Field testing
• Special inspection procedures

Candidates should become familiar with the manual’s table of contents, index, illustrations, inspection guidance, and relationships between field observations and code-based requirements.

Concrete Materials

Concrete is produced from cementitious materials, aggregates, water, and approved admixtures. The properties of each component affect fresh and hardened concrete performance.

Important material subjects may include:

• Portland cement
• Supplementary cementitious materials
• Fine aggregate
• Coarse aggregate
• Mixing water
• Air-entraining admixtures
• Water-reducing admixtures
• Accelerating admixtures
• Retarding admixtures
• Fiber reinforcement
• Material storage
• Contamination prevention
• Batching accuracy

The approved mixture design and project specifications should identify the permitted materials and required concrete properties.

ASTM C150/C150M Portland Cement

ASTM C150/C150M addresses portland cement used in concrete construction.

Important preparation topics may include:

• Cement types
• Chemical requirements
• Physical requirements
• Strength development
• Setting characteristics
• Fineness
• Expansion
• Air content
• Material identification
• Manufacturer documentation
• Storage conditions
• Acceptance-related requirements

Candidates should understand that the specified cement type may be selected for strength, heat generation, sulfate resistance, or other exposure-related requirements.

ASTM C33/C33M Concrete Aggregates

ASTM C33/C33M addresses fine and coarse aggregates used in concrete.

Important study areas may include:

• Fine-aggregate grading
• Coarse-aggregate grading
• Maximum aggregate size
• Nominal maximum size
• Deleterious materials
• Organic impurities
• Soundness
• Durability
• Material sampling
• Source approval
• Testing documentation
• Storage and contamination prevention

Aggregate size and grading can affect workability, pumpability, consolidation, finishability, and concrete strength.

Ready-Mixed Concrete

Ready-mixed concrete is produced at a batching facility or mobile plant and delivered to the project for placement.

Inspection considerations may include:

• Approved mixture identification
• Batch ticket information
• Truck number
• Batch time
• Concrete quantity
• Cementitious-material content
• Water information
• Aggregate information
• Admixture information
• Specified strength
• Required air content
• Water added at the site
• Mixing revolutions
• Discharge time
• Placement location

Delivery documentation should be reviewed before concrete is accepted for placement.

ASTM C94/C94M Ready-Mixed Concrete

ASTM C94/C94M addresses production and delivery requirements for ready-mixed concrete.

Important preparation subjects may include:

• Batching requirements
• Mixing requirements
• Delivery tickets
• Truck mixing
• Central mixing
• Shrink mixing
• Water measurement
• Admixture measurement
• Field water additions
• Revolutions and mixing speed
• Discharge limitations
• Sampling and testing
• Acceptance and documentation

Candidates should understand how delivery records help confirm that the concrete supplied matches the approved mixture and project requirements.

Volumetric Batching and Continuous Mixing

Volumetric batching equipment measures and combines concrete ingredients continuously at or near the placement location.

Inspection considerations may include:

• Equipment calibration
• Material storage
• Proportioning devices
• Meter settings
• Mixing equipment
• Production rate
• Water control
• Admixture control
• Batch documentation
• Uniformity
• Sampling locations
• Equipment cleaning
• Production records

This production method differs from conventional truck-delivered ready-mixed concrete and should be evaluated under its applicable standard.

ASTM C685/C685M Volumetric Concrete

ASTM C685/C685M addresses concrete produced through volumetric batching and continuous mixing.

Important study areas may include:

• Material measurement
• Equipment calibration
• Proportioning tolerances
• Continuous mixing
• Production verification
• Water measurement
• Admixture measurement
• Batch records
• Concrete uniformity
• Sampling and testing
• Equipment inspection
• Acceptance-related requirements

Candidates should identify whether an exam question concerns conventional ready-mixed concrete under ASTM C94 or volumetrically batched concrete under ASTM C685.

Reinforcing Steel

Reinforcing steel carries tensile forces and helps concrete members resist bending, shear, cracking, and other structural demands.

Inspection considerations may include:

• Bar size
• Steel grade
• Bar markings
• Bar spacing
• Bar quantity
• Bar location
• Concrete cover
• Lap-splice length
• Mechanical splices
• Hooks and bends
• Development length
• Supports and chairs
• Cleanliness
• Coating condition
• Field modifications

Reinforcement should be inspected before concrete placement conceals the work.

ASTM A615/A615M Reinforcing Bars

ASTM A615/A615M addresses deformed and plain carbon-steel bars used for concrete reinforcement.

Important preparation topics may include:

• Bar sizes
• Bar grades
• Deformation requirements
• Yield strength
• Tensile strength
• Elongation
• Bend requirements
• Bar markings
• Material identification
• Mill certifications
• Sampling and testing
• Acceptance-related requirements

Candidates should be able to use rolled markings and supporting documentation to identify the bar specification, grade, and size.

ASTM A706/A706M Weldable Reinforcing Bars

ASTM A706/A706M addresses low-alloy deformed and plain steel bars intended for applications requiring controlled mechanical properties and improved weldability.

Important preparation topics may include:

• Bar size
• Steel grade
• Yield-strength limits
• Tensile-strength requirements
• Elongation
• Chemical composition
• Weldability
• Bar markings
• Bend requirements
• Material certifications
• Approved use

Candidates should understand that ASTM A706 and ASTM A615 bars are not automatically interchangeable when welding or special seismic requirements apply.

ASTM A775/A775M Epoxy-Coated Reinforcement

ASTM A775/A775M addresses epoxy-coated steel reinforcing bars.

Inspection considerations may include:

• Coating identification
• Coating thickness
• Continuity of coating
• Damage during handling
• Storage above the ground
• Protection from sunlight and weather
• Use of coated supports and tie wire
• Field cutting
• Approved patching materials
• Repair of coating damage
• Handling equipment
• Inspection documentation

Damaged coating should be evaluated and repaired according to applicable requirements before concrete placement.

Bar Identification and Mill Certifications

Reinforcing bars commonly include rolled markings that identify the producing mill, bar size, steel type, and grade.

Inspection may involve:

• Reading bar markings
• Comparing markings with approved submittals
• Reviewing mill certifications
• Confirming bar grade
• Confirming applicable ASTM specification
• Checking heat or lot information
• Documenting substitutions
• Verifying traceability

Unidentified or incorrectly marked reinforcement should be documented and evaluated before use.

Reinforcement Placement

Reinforcement must be placed accurately and secured so it remains in the required position during concrete placement.

Inspection considerations may include:

• Bar spacing
• Bar location
• Number of bars
• Top and bottom reinforcement
• Vertical and horizontal reinforcement
• Stirrups and ties
• Support chairs
• Bar intersections
• Securement
• Clear distance between bars
• Congested areas
• Conflicts with embeds or openings
• Movement during placement

Displaced reinforcement can reduce cover, alter effective depth, interfere with consolidation, or change structural behavior.

Concrete Cover

Concrete cover protects reinforcement from fire, corrosion, weather, and environmental exposure while supporting bond and structural performance.

Required cover may depend on:

• Member type
• Bar size
• Exposure to earth
• Exposure to weather
• Interior or exterior location
• Cast-in-place or precast construction
• Fire-resistance requirements
• Approved project details

The inspector should measure cover from the appropriate concrete surface to the outermost reinforcement, including ties or stirrups when applicable.

Lap Splices and Development

Lap splices and development lengths transfer forces between reinforcing bars and surrounding concrete.

Inspection considerations may include:

• Bar size
• Steel grade
• Required splice length
• Location of the splice
• Number of bars spliced at one section
• Contact or noncontact lap arrangement
• Concrete cover
• Clear spacing
• Bar coating
• Top-bar conditions
• Confinement reinforcement
• Approved mechanical splices

Candidates should use the approved documents and applicable requirements rather than relying on a single general lap-splice rule.

Hooks, Bends, and Field Modifications

Reinforcing bars may include standard hooks, bends, offsets, and fabrication details required by the structural drawings.

Inspection considerations may include:

• Hook type
• Bend diameter
• Hook extension
• Bar orientation
• Location of bends
• Field bending
• Field straightening
• Heating of reinforcement
• Bar damage
• Engineering approval

Unauthorized cutting, bending, heating, or relocation of reinforcement should be documented and referred to the appropriate design professional.

Formwork

Formwork supports fresh concrete and establishes the member’s dimensions, alignment, surface, and elevation.

Inspection considerations may include:

• Dimensions
• Line and grade
• Elevation
• Stability
• Bracing
• Tightness of joints
• Cleanliness
• Release agents
• Chamfers
• Blockouts
• Openings
• Construction joints
• Embedded items
• Removal schedule

The special inspector should focus on items within the assigned inspection scope and report conditions that could affect approved construction.

Embedded Items and Anchor Bolts

Concrete members frequently contain anchor bolts, inserts, plates, sleeves, conduits, waterstops, dowels, and other embedded items.

Inspection considerations may include:

• Item type
• Material
• Location
• Elevation
• Spacing
• Embedment depth
• Projection
• Alignment
• Securement
• Clearance from reinforcement
• Concrete cover
• Conflicts with tendons or bars
• Approved substitutions

Embedded items should be inspected before concrete placement prevents adjustment or direct observation.

Concrete Placement

Concrete placement should be planned and performed to prevent segregation, cold joints, displacement of reinforcement, and incomplete consolidation.

Inspection considerations may include:

• Placement sequence
• Discharge location
• Drop height
• Layer thickness
• Rate of placement
• Movement of concrete
• Protection of reinforcement
• Protection of embeds
• Concrete temperature
• Weather conditions
• Construction joints
• Access for consolidation
• Continuity of placement

The inspector should document significant delays, unauthorized water additions, segregation, displacement, or other conditions affecting the work.

Concrete Consolidation

Consolidation removes entrapped air and helps fresh concrete flow around reinforcement, embeds, corners, and congested areas.

Inspection considerations may include:

• Vibrator type
• Vibrator size
• Insertion spacing
• Insertion depth
• Duration of vibration
• Layer overlap
• Avoidance of segregation
• Avoidance of contact with forms or reinforcement
• Access to congested areas
• Signs of incomplete consolidation
• Surface settlement

Insufficient consolidation can cause honeycombing and voids, while excessive vibration can contribute to segregation.

Construction Joints

Construction joints are planned locations where concrete placement stops and later resumes.

Inspection considerations may include:

• Joint location
• Joint orientation
• Surface preparation
• Removal of laitance
• Cleaning
• Roughening when required
• Reinforcement continuity
• Waterstops
• Bonding procedures
• Approved changes
• Protection before the next placement

Unplanned interruptions that create potential cold joints should be documented and evaluated through the project’s approved procedures.

Curing and Protection

Curing helps concrete retain moisture and maintain temperature conditions needed for strength development and durability.

Curing methods may include:

• Water curing
• Wet coverings
• Plastic sheeting
• Membrane-forming curing compounds
• Leaving forms in place
• Insulated blankets
• Heated enclosures
• Fogging
• Temperature-controlled curing

Inspection considerations may include:

• Start time
• Duration
• Continuity
• Surface coverage
• Temperature protection
• Protection from drying
• Protection from impact or vibration
• Cold- and hot-weather procedures

Sampling Freshly Mixed Concrete

Representative sampling is necessary for reliable slump, air-content, temperature, and strength-specimen results.

Sampling considerations may include:

• Sampling location
• Timing during discharge
• Composite samples
• Collection from multiple portions
• Sample size
• Protection from contamination
• Protection from weather
• Remixing the sample
• Time limits for beginning tests
• Documentation of the concrete represented

Improper sampling can make every test performed on the sample unrepresentative of the concrete being placed.

ASTM C172/C172M Concrete Sampling

ASTM C172/C172M addresses sampling freshly mixed concrete.

Important preparation topics may include:

• Sampling from stationary mixers
• Sampling from paving mixers
• Sampling from revolving-drum truck mixers
• Sampling from continuous mixers
• Composite-sample requirements
• Minimum sample size
• Sampling intervals
• Protection of the sample
• Remixing
• Time limits
• Reporting and identification

Candidates should understand which sampling procedure applies to the concrete production and delivery method described in the question.

Slump Testing

Slump testing evaluates the consistency of freshly mixed concrete.

The test generally involves:

• Dampening the equipment
• Placing the mold on a stable surface
• Holding the mold firmly
• Filling the mold in required layers
• Rodding each layer
• Striking off the surface
• Lifting the mold vertically
• Measuring the slump
• Observing the type of slump
• Recording the result

Slump is not a direct measurement of concrete strength, but it provides useful information about consistency and changes in fresh concrete.

ASTM C143/C143M Slump Test

ASTM C143/C143M addresses slump testing of hydraulic-cement concrete.

Important study areas may include:

• Slump cone dimensions
• Rodding rod requirements
• Base-surface requirements
• Number of layers
• Number of roddings
• Distribution of rodding strokes
• Mold removal
• Measurement procedure
• Shear slump
• Collapsed slump
• Test timing
• Reporting precision

Candidates should practice the complete procedure in the correct sequence.

Air Content Testing

Air content affects durability, workability, unit weight, and performance of concrete. Entrained air is particularly important where concrete may be exposed to freezing and thawing.

Inspection considerations may include:

• Required air-content range
• Concrete mixture
• Aggregate correction factor
• Sampling procedure
• Test equipment
• Calibration
• Consolidation method
• Pressure application
• Gauge reading
• Test limitations
• Result documentation

The applicable air-content test method depends on the concrete and aggregate characteristics.

ASTM C231/C231M Pressure Method

ASTM C231/C231M addresses air content of freshly mixed concrete by the pressure method.

Important preparation topics may include:

• Pressure-meter components
• Equipment calibration
• Aggregate correction factor
• Container filling
• Consolidation by rodding or vibration
• Tapping the container
• Strike-off procedure
• Cleaning the flanges
• Applying initial pressure
• Equalizing pressure
• Reading the gauge
• Reporting the corrected result

Candidates should understand the method’s limitations and when another air-content procedure may be required.

Concrete Test Specimens

Concrete strength specimens are made to evaluate compressive strength and other properties of the concrete represented by the sample.

Inspection considerations may include:

• Specimen size
• Mold condition
• Number of layers
• Consolidation method
• Rodding or vibration
• Finishing the surface
• Identification
• Initial curing
• Temperature control
• Moisture protection
• Transportation
• Laboratory curing
• Field-cured specimens

Improper specimen preparation or curing can cause strength results that do not accurately represent the concrete.

ASTM C31/C31M Field Specimens

ASTM C31/C31M addresses making and curing concrete test specimens in the field.

Important study areas may include:

• Specimen molds
• Cylinder dimensions
• Beam specimens
• Sample handling
• Number of layers
• Consolidation method
• Rodding requirements
• Vibration requirements
• Finishing
• Specimen identification
• Standard curing
• Field curing
• Initial curing temperature
• Transportation time
• Protection from vibration and moisture loss

Candidates should understand the difference between standard-cured specimens and field-cured specimens.

Concrete Temperature

Concrete temperature affects setting, strength development, workability, air content, placement, and curing requirements.

Inspection considerations may include:

• Temperature at discharge
• Ambient temperature
• Form and reinforcement temperature
• Hot-weather limits
• Cold-weather limits
• Placement temperature
• Initial curing temperature
• Protection after placement
• Timing of temperature measurement
• Documentation

The approved specifications and placement procedures should establish the acceptable temperature range.

Hot-Weather Concrete

Hot weather can increase water demand, slump loss, setting rate, evaporation, cracking risk, and difficulty with placement and finishing.

Inspection considerations may include:

• Concrete temperature
• Ambient temperature
• Wind speed
• Relative humidity
• Delivery and placement time
• Shading of materials
• Cooling of ingredients
• Fogging
• Evaporation control
• Curing start time
• Protection from rapid drying

Unauthorized water additions should not be used as a substitute for proper hot-weather planning.

Cold-Weather Concrete

Cold weather can slow strength development and create freezing risks before concrete gains sufficient strength.

Inspection considerations may include:

• Concrete temperature
• Air temperature
• Heated materials
• Frozen subgrade
• Snow or ice
• Heated enclosures
• Insulating blankets
• Protection duration
• Temperature monitoring
• Gradual cooling
• Strength before form removal

Concrete should not be placed on frozen material or against ice-covered reinforcement and forms.

Concrete Strength and Test Reports

Concrete compressive-strength reports help determine whether the placed concrete satisfies specified strength requirements.

A report may include:

• Project identification
• Placement location
• Concrete mixture identification
• Sample date and time
• Specified strength
• Specimen identification
• Test age
• Specimen dimensions
• Fracture type
• Individual strength results
• Average strength
• Testing laboratory information
• Comments or irregularities

The special inspector should verify that the report corresponds to the correct placement and sample set.

Low Concrete Strength Results

When strength results do not satisfy project requirements, the condition should be documented and evaluated through the approved process.

Follow-up may include:

• Reviewing sampling procedures
• Reviewing specimen preparation
• Reviewing initial curing
• Checking transportation records
• Reviewing laboratory procedures
• Comparing companion specimens
• Reviewing mixture and delivery records
• Evaluating field-cured specimens
• Additional testing
• Core testing
• Engineering analysis
• Approved repair or acceptance procedures

The inspector should report the result but should not independently determine structural acceptance unless specifically authorized and qualified.

Concrete Defects and Repairs

Concrete may require repair because of honeycombing, voids, cracks, spalls, incorrect dimensions, misplaced embeds, damaged surfaces, or construction deviations.

Repair inspection considerations may include:

• Location and extent of the defect
• Exposure of reinforcement
• Condition of reinforcement
• Engineering evaluation
• Approved repair procedure
• Surface preparation
• Repair material
• Placement method
• Consolidation
• Curing
• Finished dimensions
• Follow-up testing
• Documentation

The inspector should not independently design structural repairs unless specifically authorized and qualified.

Post-Installed Anchors

Post-installed anchors may include adhesive anchors, expansion anchors, screw anchors, and other systems installed in hardened concrete.

Inspection considerations may include:

• Anchor type
• Approved evaluation report
• Anchor diameter
• Embedment depth
• Hole diameter
• Drilling method
• Hole cleaning
• Adhesive condition
• Installation temperature
• Gel and cure time
• Installer qualification
• Spacing and edge distance
• Proof loading when required
• Installation documentation

Candidates should verify whether post-installed anchor inspection is part of the applicable exam outline and reference set.

Inspection Reports and Documentation

Inspection reports provide an official record of concrete activities observed, materials reviewed, tests performed, deficiencies identified, and corrective work completed.

A complete report may include:

• Project name and address
• Permit or project number
• Date and time
• Inspector name and credentials
• Weather conditions
• Placement location
• Reinforcement inspected
• Concrete mixture identification
• Delivery-ticket information
• Placement and consolidation observations
• Samples and tests performed
• Test results
• Specimen identification
• Deficiencies
• Parties notified
• Corrective work and outstanding items

Reports should be objective, complete, legible, and based on direct observations or clearly identified test information.

Writing Objective Inspection Notes

Inspection notes should describe what was observed without unsupported opinions or vague conclusions.

Effective notes generally identify:

• What was inspected
• Where the work was located
• Which structural member or placement was involved
• Which approved detail applied
• Which materials were used
• What test was performed
• What result was obtained
• What deficiency was identified
• Which requirement applied
• Who was notified
• What correction was completed
• Whether follow-up inspection is required

Specific measurements and observations are more useful than statements such as “concrete work appeared acceptable.”

Deficiency Reporting

When reinforced concrete work does not comply with approved documents or applicable requirements, the inspector should document and report the condition through the established project procedure.

Possible deficiencies may include:

• Incorrect reinforcing-bar size or grade
• Missing reinforcement
• Incorrect bar spacing
• Insufficient concrete cover
• Insufficient lap-splice length
• Damaged epoxy coating
• Displaced reinforcement
• Misplaced embedded items
• Unapproved concrete mixture
• Unauthorized water addition
• Slump or air content outside project limits
• Improper specimen preparation
• Incomplete consolidation
• Inadequate curing
• Unapproved field modifications

The inspector should distinguish observed facts from engineering recommendations and should not independently approve design changes.

Professional Responsibility

Reinforced Concrete Special Inspectors must remain objective and work within the limits of their qualifications and assigned authority.

Professional responsibilities include:

• Reviewing project documents before inspection
• Maintaining independence
• Reporting observations accurately
• Communicating deficiencies promptly
• Protecting project records
• Avoiding conflicts of interest
• Following sampling and testing standards
• Using properly calibrated equipment
• Working within personal qualifications
• Referring design questions to authorized professionals
• Documenting corrective work
• Maintaining certification requirements

The inspector verifies compliance but does not direct the contractor’s means and methods unless specifically authorized.

How to Use the Package References Together

A major part of 47CY preparation is learning which reference applies to each question.

• Use the 2021 ICC Concrete Manual for concrete construction, reinforcement, formwork, placement, consolidation, curing, testing awareness, and inspection responsibilities.
• Use ASTM A615/A615M for carbon-steel reinforcing bars.
• Use ASTM A706/A706M for low-alloy reinforcing bars with controlled properties and weldability.
• Use ASTM A775/A775M for epoxy-coated reinforcing bars.
• Use ASTM C31/C31M for making and curing concrete specimens in the field.
• Use ASTM C33/C33M for concrete aggregates.
• Use ASTM C94/C94M for ready-mixed concrete.
• Use ASTM C143/C143M for slump testing.
• Use ASTM C150/C150M for portland cement.
• Use ASTM C172/C172M for sampling freshly mixed concrete.
• Use ASTM C231/C231M for air content by the pressure method.
• Use ASTM C685/C685M for volumetric batching and continuous mixing.

Reference-Book Navigation

An open-book examination still requires fast and accurate navigation. Searching the wrong ASTM standard can consume valuable testing time.

A practical lookup method includes:

• Read the complete question
• Identify the concrete material, test, or inspection activity involved
• Determine whether the question concerns reinforcement, aggregates, cement, ready-mixed concrete, sampling, slump, air content, specimens, or volumetric batching
• Select the most likely reference
• Use the table of contents or index
• Locate the complete procedure, section, or table
• Review notes, limitations, definitions, and reporting requirements
• Confirm that the provision applies to the stated condition
• Record difficult topics for additional practice

Candidates should practice moving between the Concrete Manual and ASTM standards without relying on electronic search tools.

Organizing the Exam References

Tabs, bookmarks, highlighting, and permitted notes may improve reference navigation when they comply with current ICC examination rules.

A practical tab system may include:

• Special inspection responsibilities
• Reinforcing steel
• Concrete cover
• Splices and development
• Formwork
• Concrete placement
• Consolidation
• Curing
• Concrete materials
• Ready-mixed concrete
• Sampling
• Slump testing
• Air-content testing
• Field specimens
• Volumetric batching

Candidates should confirm current ICC rules before adding tabs, handwritten notes, highlighting, or other markings.

Basic Calculations and Measurements

The codes module may require candidates to interpret dimensions, bar sizes, test values, percentages, and concrete delivery information.

Useful skills may include:

• Reading feet, inches, fractions, and decimals
• Converting fractions to decimals
• Calculating concrete cover
• Calculating reinforcement spacing
• Evaluating lap-splice dimensions
• Comparing measured slump with project limits
• Comparing measured air content with project limits
• Calculating elapsed delivery time
• Interpreting batch quantities
• Calculating averages
• Reading test reports
• Applying permitted tolerances

Candidates should write each calculation step clearly and confirm that all measurements use compatible units.

How to Prepare for the ICC 47CY Exam

Begin preparing several weeks before the examination and divide the references into manageable subjects.

A practical study schedule may include:

• Special inspector responsibilities
• Approved construction documents
• Concrete materials
• ASTM A615 and A706 reinforcement
• Epoxy-coated reinforcement
• Bar placement, cover, and splices
• Formwork and embedded items
• Ready-mixed concrete
• Volumetric batching
• Concrete placement and consolidation
• Sampling freshly mixed concrete
• Slump testing
• Air-content testing
• Making and curing field specimens
• Curing and protection
• Timed reference-navigation practice

Use the same reference editions throughout preparation that you expect to use during the examination.

Practice with Reinforced Concrete Scenarios

Scenario-based study helps candidates connect technical requirements with realistic field conditions.

Useful practice questions may include:

• Does the reinforcement match the required size and grade?
• Is the concrete cover sufficient?
• Is the lap splice long enough?
• Is damaged epoxy coating repaired properly?
• Does the concrete delivery ticket match the approved mixture?
• Was sampling performed at the correct location and time?
• Was the slump test completed in the correct sequence?
• Was the air-content test performed with the proper equipment?
• Were concrete specimens made and initially cured correctly?
• Was the concrete placed and consolidated without segregation?
• Was curing started and maintained properly?
• What information belongs in the inspection report?

After answering each question, candidates should locate the supporting manual section, ASTM procedure, table, or reporting requirement.

Time-Management Strategies

The 47C examination is currently listed with 60 questions and a two-hour testing period. This provides an average of approximately two minutes per question.

Helpful time-management strategies include:

• Answer familiar questions first
• Mark difficult questions for later review
• Identify the correct reference before searching
• Avoid spending too much time on one ASTM procedure
• Use permitted tabs efficiently
• Read every dimension, unit, and test value carefully
• Eliminate clearly incorrect choices
• Keep calculations organized
• Reserve time for unanswered questions
• Practice under realistic time limits

Timed practice can reveal whether a candidate needs to improve terminology, book selection, calculation accuracy, or reference-navigation speed.

Why Book-Based Study Helps

Printed concrete and ASTM references allow candidates to study the same terminology, procedures, equipment requirements, material standards, and reporting language used in reinforced concrete inspection.

Book-based preparation may help candidates:

• Learn the organization of every reference
• Recognize which ASTM standard applies to each question
• Create a personalized tab system
• Highlight important requirements
• Add permitted notes and reminders
• Compare related procedures
• Practice without electronic search tools
• Retain the references for professional use

The package is most effective when candidates actively locate and apply requirements instead of relying only on memorization.

Who Should Consider the 47CY Exam Book Package?

The ICC SI Reinforced Concrete Codes Module - 47CY Exam Book Package may be useful for:

• Reinforced Concrete Special Inspector candidates
• Construction inspectors
• Concrete inspectors
• Concrete field-testing technicians
• Materials testing technicians
• Quality-control inspectors
• Quality-assurance personnel
• Engineering technicians
• Building department employees
• Testing-agency personnel
• Concrete contractor personnel
• Project representatives
• Professionals preparing for the ICC 47C examination

Candidates should confirm that the listed reference editions match the code cycle approved for their examination.

FAQ

Q. What is the ICC Reinforced Concrete Codes Module?

A. It is the codes examination associated with the ICC Reinforced Concrete Special Inspector certification pathway. It evaluates reinforced concrete materials, reinforcement, placement, testing, curing, inspection, and documentation knowledge.

Q. Is the exam identified as 47C or 47CY?

A. ICC officially identifies the national codes examination as 47C. The exam book package uses the 47CY product designation.

Q. How many questions are on the 47C exam?

A. ICC currently lists the Reinforced Concrete Codes examination with 60 questions.

Q. How much time is allowed for the exam?

A. ICC currently lists a two-hour testing period.

Q. How much does the 47CY Exam Book Package cost?

A. The package is listed at a sale price of $1,645.00, reduced from the regular price of $1,745.00.

Q. What references are included in the package?

A. The current listing identifies the 2021 ICC Concrete Manual and ASTM standards covering reinforcing bars, epoxy-coated reinforcement, field specimens, aggregates, ready-mixed concrete, slump, cement, concrete sampling, pressure-method air content, and volumetric batching.

Q. Does the package include an online course?

A. No. This product is listed as an exam book package containing the specified printed references.

Q. What exams are required for ICC Category 47?

A. ICC identifies the GR Special Inspector General Requirements module, 47C Reinforced Concrete Codes module, and 47P Reinforced Concrete Plans module.

Q. Do all candidates need the GR exam?

A. The GR module may not be required when the candidate already holds an active ICC Special Inspector certification. Confirm the current requirement through ICC.

Q. What is ICC Category 48?

A. Category 48 is the Reinforced Concrete Special Inspector Associate credential path, which includes Category 47 and the applicable ACI Concrete Field Testing Technician Grade I requirement.

Q. What is ICC Category 49?

A. Category 49 is the Reinforced Concrete Special Inspector credential path, which includes Category 47 and the applicable ACI experience-evaluation process.

Q. What does ASTM A615/A615M cover?

A. ASTM A615/A615M covers deformed and plain carbon-steel bars used for concrete reinforcement.

Q. What does ASTM A706/A706M cover?

A. ASTM A706/A706M covers low-alloy deformed and plain reinforcing bars with controlled mechanical properties and weldability-related requirements.

Q. What does ASTM A775/A775M cover?

A. ASTM A775/A775M covers epoxy-coated steel reinforcing bars.

Q. What does ASTM C31/C31M cover?

A. ASTM C31/C31M covers making and curing concrete test specimens in the field.

Q. What does ASTM C33/C33M cover?

A. ASTM C33/C33M covers fine and coarse aggregates used in concrete.

Q. What does ASTM C94/C94M cover?

A. ASTM C94/C94M covers ready-mixed concrete production, delivery, documentation, and acceptance-related requirements.

Q. What does ASTM C143/C143M cover?

A. ASTM C143/C143M covers slump testing of hydraulic-cement concrete.

Q. What does ASTM C150/C150M cover?

A. ASTM C150/C150M covers portland cement.

Q. What does ASTM C172/C172M cover?

A. ASTM C172/C172M covers sampling freshly mixed concrete.

Q. What does ASTM C231/C231M cover?

A. ASTM C231/C231M covers air-content testing of fresh concrete by the pressure method.

Q. What does ASTM C685/C685M cover?

A. ASTM C685/C685M covers concrete produced by volumetric batching and continuous mixing.

Q. What subjects should I study?

A. Study reinforcing steel, concrete cover, splices, formwork, embeds, concrete materials, delivery tickets, placement, consolidation, sampling, slump, air content, field specimens, curing, test reports, and inspection documentation.

Q. Should I practice the field-test procedures in sequence?

A. Yes. Questions may test equipment, sample preparation, individual procedure steps, timing, measurements, limitations, and reporting requirements.

Q. Is the examination open book?

A. Current product information describes the examination as open book. Candidates should confirm the current ICC testing format and approved-reference policy before registering.

Q. Can I highlight and tab the references?

A. Reference-marking rules may change. Confirm current ICC requirements for tabs, highlighting, handwritten notes, and other modifications before exam day.

Q. How should I study with multiple ASTM standards?

A. Learn the purpose of each standard, study its organization, create a permitted navigation system, and complete timed exercises that require selecting the correct reference.

Q. Can concrete field experience replace exam preparation?

A. Field experience is valuable, but candidates should also practice code navigation, material standards, test procedures, calculations, and exam-style questions.

Q. Does ICC certification automatically approve me as a project special inspector?

A. No. The applicable building official or jurisdiction determines whether an individual is qualified and approved for a specific project.

Q. Does this package guarantee a passing score?

A. No. The package supports reference familiarity and organized preparation, but results depend on the candidate’s knowledge, study consistency, and test-day performance.

Q. Where can I purchase the ICC 47CY Exam Book Package?

A. The package is available from 1 Exam Prep at https://1examprep.com/collections/icc-si-reinforced-concrete-codes-module-47cy.

Conclusion

The ICC Reinforced Concrete Codes Module requires candidates to understand concrete materials, reinforcing steel, epoxy-coated bars, bar placement, formwork, embeds, ready-mixed concrete, volumetric batching, concrete placement, consolidation, sampling, slump testing, air-content testing, field specimens, curing, strength reports, and inspection documentation.

The ICC SI Reinforced Concrete Codes Module - 47CY Exam Book Package brings together the 2021 ICC Concrete Manual and ASTM standards for focused, book-based preparation. The package is listed at a sale price of $1,645.00, reduced from the regular price of $1,745.00.

Successful candidates should begin preparing early, confirm current ICC requirements, learn the purpose and organization of every reference, practice field-test procedures, review realistic inspection scenarios, and complete timed reference-navigation exercises.

Shop the ICC SI Reinforced Concrete Codes Module - 47CY Exam Book Package

Key Takeaways

• The package is designed for ICC Reinforced Concrete Codes Module preparation.
• ICC officially identifies the national codes examination as 47C.
• The exam book package uses the 47CY product designation.
• The package is listed at a sale price of $1,645.00.
• The regular listed price is $1,745.00.
• The package includes the 2021 ICC Concrete Manual and 11 ASTM standards.
• ICC currently lists the 47C examination with 60 questions and a two-hour limit.
• The Category 47 pathway includes GR, 47C, and 47P.
• The GR module may not be required for candidates with an active ICC Special Inspector certification.
• Important study areas include reinforcement, concrete materials, placement, sampling, field testing, curing, and inspection reports.
• ASTM A615 and A706 address different reinforcing-steel specifications.
• ASTM A775 addresses epoxy-coated reinforcement.
• ASTM C172, C143, C231, and C31 support fresh concrete sampling and field testing.
• ASTM C94 addresses ready-mixed concrete.
• ASTM C685 addresses volumetric batching and continuous mixing.
• ICC certification does not automatically provide jurisdictional approval to perform special inspections.
• Consistent study, realistic scenarios, field-test review, and timed reference navigation can improve exam readiness.