JHA / JSA / AHA builderPrecast Hollow Core Keyway Grouting JHA
A JHA breaks the work into steps, hazards and controls. Use this example to build a draft for your actual job and review it with your crew.
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Step 1 of 4 · Working draft
Your job
Tell Jenkins what you’re planning and where the work will happen. Use the actual job details.
Use the published example’s suggestions when they fit your task, or write your own steps. These are planned controls, not verified worksite conditions.
Describe an observable step, how someone could be harmed, and the control that acts on that hazard. Identify who checks it and what evidence is needed.
Walk through the plan with the people doing the work. Resolve missing controls and agree who checks them. Moving to the next step does not approve the work.
Confirm people, equipment and emergency arrangements
Record changes, checks, and open actions
Walk the work area, review with the crew, and resolve missing controls. Follow the required approval process. This tool does not judge completeness, verify signatures or authorize work.
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Your Precast Hollow Core Keyway Grouting JHA
Walk through the job in order. Use these possible hazards, planned controls and checks to start a conversation about your actual work.
011. Accept the bay handover for joint work
Possible hazards: Unstable planks or an unreviewed material load can compromise the floor before its grout joints are completed.
Planned controls: Precast lead obtains the identified bay’s actual erection, bearing/support findings and joint-work access/loading limits. Match plank layout and joint details to current manufacturer/project documents. Hold unresolved stability, alignment or opening concerns for the responsible reviewer.
Check before work: Lead checks bay identity, support restrictions and permitted work and material loads before staging begins.
022. Prepare protected access and grout staging
Possible hazards: Materials concentrated in one area, open edges or bags moved across an unsafe route can expose workers or overload a plank.
Planned controls: Stage accepted material quantities at permitted locations. Maintain edge/opening protection and stable access; separate affected areas below from leaking grout. Plan handling, water and mixer positions without disturbing supports or assuming every plank permits the same load.
Check before work: Precast lead checks actual staging locations, protected routes and the lower-area boundary.
033. Prepare the designed keyway joints
Possible hazards: Unaccepted geometry, debris or improvised removal can prevent joint filling or damage a plank and its prestressing system.
Planned controls: Follow actual preparation requirements and check accepted joint geometry. Remove permitted contamination through the controlled method. Refer damaged, misaligned or obstructed joints rather than cutting, drilling or chipping planks; use only detailed joint containment/protection.
Check before work: Assigned joint checker records preparation findings and obtains disposition for unaccepted locations.
044. Mix and fill accepted joints
Possible hazards: Uncontrolled powder, cement contact or an incorrect mix can expose workers and leave incompletely filled joints.
Planned controls: Trained crew handles the accepted grout with the specified dust, skin and eye controls and follows the actual batch and mixing instructions. Place grout through the accepted method to fill the designed keyways, monitoring required completion indications and leakage. Keep the crew, equipment and replenished materials within bay restrictions.
Check before work: Grout lead records batch information and checks actual joint completion against the required acceptance method.
055. Protect grout and preserve load limits
Possible hazards: Early traffic, drying or premature equipment loading can disturb joints before they achieve the required condition.
Planned controls: Apply specified curing and protection; maintain barriers and bay-load limits with assigned checks and shift ownership. Record disturbed grout, leakage or incomplete joints for disposition. Do not conceal questionable joints with topping or infer release from surface appearance.
Check before work: Precast lead records joint and curing findings and checks that load restrictions remain visible and effective.
066. Record completion and obtain the next-work release
Possible hazards: An assumed handover can allow concentrated loads or field openings before joint and floor requirements are satisfied.
Planned controls: Compile actual joint completion and curing records for the responsible manufacturer/design review. Obtain the applicable next-work or construction-load direction before changing bay restrictions. Collect residue through the site’s controlled cleanup method and hand over unaccepted locations and retained supports; no strand work, topping or opening formation is authorized by this example.
Check before work: Lead confirms the receiving person has the actual release basis and remaining joint, support and load restrictions.
Example scope and starting conditions
A precast crew will grout specified keyway joints between erected and released hollow-core planks in one building-floor bay. Manufacturer and project details govern preparation, complete filling, curing and construction-load restrictions. Protected access and required supports remain through joint completion and curing/load-release handover, before topping or later openings. This fictional learning example describes planned controls; it records no actual inspection or work authorization.
- The erection handover identifies stable planks, required supports, protected edges/openings, permitted access and loads. Manufacturer/designer disposition resolves unaccepted alignment or geometry; the crew does not jack or modify planks to fit.
- Current details and grout instructions establish preparation, mixing, filling, curing and acceptance. Materials and equipment remain within released bay limits until the applicable manufacturer/design load release is obtained.
- This is partial coverage of hollow-core erection activity 238120-25 and precast connections 238120-28. Lifting, bearing installation, strands, field openings, sleeve splices, baseplate grout and topping are excluded.
Know when to pause
- Erection, support, plank alignment or construction-load information is missing or inconsistent with the bay’s planned joint work.
- Joint geometry, damage, contamination, grout behavior or leakage does not meet the accepted manufacturer/project method.
- Curing protection is interrupted, traffic disturbs a joint, or proposed material and equipment loads exceed the released bay arrangement.
After a pause, correct the condition, reassess the work, and obtain required authorization before restarting.
Free example and template
No account required. The worked example contains planned controls. The blank template is for your own work; neither includes fabricated inspection results, signatures or approval.
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For managers
Does the team have what it needs to carry out the plan? Give the crew time, equipment and support, and make it clear who will resolve anything that is missing.
Manager checks and supporting resources
Confirm the people doing the work have the time, equipment, information and support to carry out the plan. Agree who checks the controls and who resolves open actions.
Questions to resolve before work
- Which actual erection and support records release this bay for joint work and the intended grout/material loads?
- What manufacturer and project details establish keyway preparation, complete filling, curing and required checks?
- Who preserves bay loading restrictions and obtains the actual release before materials, equipment or later openings are permitted?
Training and qualifications to confirm
- Manufacturer/project joint instruction on accepted geometry, preparation, complete filling, curing and referral of plank or joint discrepancies.
- Grout and mixer instruction on dust, cement contact, specified batch control and cleanup, together with protected access and bay-load restrictions.
Confirm the actual training evidence for the assigned people. A toolbox talk does not establish competence.
Decisions that change the plan
Is this the same as precast sleeve or baseplate grouting?
No. Sleeves complete reinforcement splices; baseplate grout fills bearing space. Keyways connect adjacent hollow-core floor planks through specified joint geometry. Erection hands over before this operation; its filling, curing and load-release criteria remain manufacturer and project specific.
What must the crew record for actual use?
Record bay and plank identities, current joint details, actual erection/support handover, permitted staging and loading, preparation findings, grout identity and batch records, completed and unaccepted joint locations, leakage or repair dispositions, curing checks and shift owner. Keep the actual next-work/load release and retained-support requirements with the handover; no universal grout ratio, strength or cure time is supplied here.
Keep planning connected
Resources that support this JHA
Additional tools for task planning and safe work. Start with the free resources; explore paid options only when they meet an additional need.
Toolbox talks for the work
Prepare a practical crew discussion.
Steel Erection: Verify Readiness and Release →Wet Concrete: Prevent Skin and Eye Contact →Hazard Communication: Labels, SDS & the Task →
Safety program resources
Review procedures, roles, and requirements.
Browse the existing catalog and confirm the scope and purchase availability of each program.
Browse safety programs →
Paid service · Availability
Task-specific training and qualifications
Explore applicable training and qualification needs.
Task-specific training services are not currently available to book here. Start with the free training-needs lookup; a toolbox talk or online course alone does not establish competence or employer authorization.
Review training needs · Free →People, equipment, emergency arrangements and open actions are recorded in the guided JHA’s Crew review step.
Open the crew review step →For safety professionals
How do we know the planning process and controls are working? Connect what the crew reports with field checks, risk decisions and the evidence behind your system.
Industry context, SIF, control verification and AHA review
Guidance and evidence
Review the method, risk decisions and evidence behind the plan. Use the actual jurisdiction, equipment instructions, employer process and project requirements.
Task-by-task control and verification rationale
1. Accept the bay handover for joint work
Hazard: Unstable planks or an unreviewed material load can compromise the floor before its grout joints are completed.
Control: Precast lead obtains the identified bay’s actual erection, bearing/support findings and joint-work access/loading limits. Match plank layout and joint details to current manufacturer/project documents. Hold unresolved stability, alignment or opening concerns for the responsible reviewer.
Verification: Lead checks bay identity, support restrictions and permitted work and material loads before staging begins.
Why this belongs in the analysis: An erected floor is not automatically released for unrestricted grout operations or construction loading.
2. Prepare protected access and grout staging
Hazard: Materials concentrated in one area, open edges or bags moved across an unsafe route can expose workers or overload a plank.
Control: Stage accepted material quantities at permitted locations. Maintain edge/opening protection and stable access; separate affected areas below from leaking grout. Plan handling, water and mixer positions without disturbing supports or assuming every plank permits the same load.
Verification: Precast lead checks actual staging locations, protected routes and the lower-area boundary.
Why this belongs in the analysis: The amount and location of grout-work materials are part of the released construction load condition.
3. Prepare the designed keyway joints
Hazard: Unaccepted geometry, debris or improvised removal can prevent joint filling or damage a plank and its prestressing system.
Control: Follow actual preparation requirements and check accepted joint geometry. Remove permitted contamination through the controlled method. Refer damaged, misaligned or obstructed joints rather than cutting, drilling or chipping planks; use only detailed joint containment/protection.
Verification: Assigned joint checker records preparation findings and obtains disposition for unaccepted locations.
Why this belongs in the analysis: A grout joint must be prepared as designed without treating the plank as ordinary cuttable concrete.
4. Mix and fill accepted joints
Hazard: Uncontrolled powder, cement contact or an incorrect mix can expose workers and leave incompletely filled joints.
Control: Trained crew handles the accepted grout with the specified dust, skin and eye controls and follows the actual batch and mixing instructions. Place grout through the accepted method to fill the designed keyways, monitoring required completion indications and leakage. Keep the crew, equipment and replenished materials within bay restrictions.
Verification: Grout lead records batch information and checks actual joint completion against the required acceptance method.
Why this belongs in the analysis: A filled-looking joint top does not establish that the designed keyway has been completely grouted.
5. Protect grout and preserve load limits
Hazard: Early traffic, drying or premature equipment loading can disturb joints before they achieve the required condition.
Control: Apply specified curing and protection; maintain barriers and bay-load limits with assigned checks and shift ownership. Record disturbed grout, leakage or incomplete joints for disposition. Do not conceal questionable joints with topping or infer release from surface appearance.
Verification: Precast lead records joint and curing findings and checks that load restrictions remain visible and effective.
Why this belongs in the analysis: Joint completion and required curing are separate from permission to load the connected floor.
6. Record completion and obtain the next-work release
Hazard: An assumed handover can allow concentrated loads or field openings before joint and floor requirements are satisfied.
Control: Compile actual joint completion and curing records for the responsible manufacturer/design review. Obtain the applicable next-work or construction-load direction before changing bay restrictions. Collect residue through the site’s controlled cleanup method and hand over unaccepted locations and retained supports; no strand work, topping or opening formation is authorized by this example.
Verification: Lead confirms the receiving person has the actual release basis and remaining joint, support and load restrictions.
Why this belongs in the analysis: The next operation requires its own accepted basis rather than a general statement that grouting is finished.
Compare control wording
| Needs improvement | More useful for this scenario |
|---|---|
| The planks are seated; stock all grout bags on the floor. | Confirm the actual bay load allowance and staging locations, retained supports and protected access before materials enter. |
| The joint top looks full and hard; bring in equipment. | Record the specified completion and curing findings and obtain the actual manufacturer/design load release before changing restrictions. |
Common questions
Can this example be used as a JSA?
Adapt its Task | Hazard | Control analysis to the employer’s JSA format and actual work. Confirm assigned checks and record real findings before relying on the plan.
What changes if the project requires an AHA?
Use the project’s governing AHA format, risk method, supporting records and acceptance process. The published formwork AHA illustrates that additional structure; this JHA establishes no AHA risk rating or acceptance.
Are these resources part of a paid course?
This walkthrough, browser draft builder and downloads are free public resources, separate from Academy course enrollment.
References and source note
- PCI Northeast: Hollowcore plank specifications, joint grouting and construction loading
- OSHA 1926.704 Precast concrete support requirements
- OSHA 1926.701 Concrete construction loads and employee protection
- OSHA 1926.1153 Respirable crystalline silica
Original instructional scenario with planned controls. Primary references support hazard planning. Use actual equipment and product instructions, project design and employer requirements to establish field criteria. This example supplies no inspection findings or work authorization. Use actual equipment instructions and site requirements alongside these references. Reference review: October 9, 2026.
Developed by Todd Jerome Jenkins, MS, CSP · Edition v1.0 · October 13, 2026
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