Advanced Rigging Information & Safety Education โ tap any module to begin
๐ฉ
Wire Rope
Construction, WLL, defects
๐ชข
Slings
Types, angles, hitches
โ๏ธ
Hardware
Shackles, hooks, hardware
โ๏ธ
Load Calc
Weight, tension, D:d ratio
๐ชข
Knots
Types & strength ratings
๐ค
Signals
ASME hand signals
๐
Inspection
Pre-lift checklist
โ ๏ธ
Safety
Rules & safety factors
๐
Flashcards
20 study cards
๐
Quiz
Test your knowledge
๐
Glossary
25 key definitions
๐
Exercises
Guided Lift Director training
๐๏ธ
Lift Director
Standalone lift planning app
Wire Rope
Deeper wire rope guidance โ construction, rope behavior, reeving practice, inspection, and field damage recognition
Construction Designations
6ร19 Class โ General purpose rope with a good balance of abrasion resistance and flexibility.
6ร37 Class โ More flexible than 6ร19 and bends over sheaves more easily, but usually wears faster in abrasive service.
Rotation-resistant rope โ Built to reduce spin under load; common where hook rotation is a concern, but must be handled exactly to manufacturer guidance.
7ร7 Aircraft โ Higher stiffness and strength in small diameters; often used where small rope and limited movement are involved.
7ร19 Aircraft โ Very flexible; useful where repeated bending is expected.
More wires = more flexibility, but usually less outer-wire abrasion resistance.
Fewer, larger outer wires = better abrasion resistance, but usually less flexibility over sheaves.
Core Types & What They Change
IWRC โ Independent Wire Rope Core. Higher strength, better crush resistance, and better support for multi-layer drum service.
FC โ Fiber Core. More flexible and may carry lubricant well, but typically has less strength and less resistance to crushing.
WSC โ Wire Strand Core. Intermediate option in some constructions.
Choose core by service โ Drum crushing, block loading, and severe duty usually favor IWRC.
Do not assume equal capacity between ropes of the same diameter if construction, grade, or core differ.
Lay Types & Rope Behavior
Right Regular Lay (RRL) โ Common lifting rope. Stable, easier to handle, and resists crushing better than lang lay in many applications.
Left Regular Lay (LRL) โ Same concept in opposite direction.
Right Lang Lay (RLL) โ More flexible and abrasion resistant because the outer wires run longer on the rope surface.
Left Lang Lay (LLL) โ Mirror of RLL.
Lang lay ropes can resist surface wear well but may be more likely to rotate or untwist if abused.
Match lay direction to the drum and reeving arrangement specified by the equipment maker.
How Wire Rope Actually Fails
Abrasion โ Outer wires wear away from dragging, rubbing, or poor sheave contact.
Bending fatigue โ Repeated bending over undersized or damaged sheaves breaks wires over time.
Crushing โ Rope gets flattened or distorted from poor spooling, cross-winding, or over-wrapping on a drum.
Corrosion โ Internal and external rust attack wires and reduce rope diameter and ductility.
Shock loading โ Sudden loading can damage core support, distort strands, and shorten rope life immediately.
Heat damage โ Welding current, torch exposure, or high-temperature service can permanently weaken the rope.
WLL Table โ IWRC Wire Rope (Safety Factor 5:1)
Diameter
6ร19 IWRC (tons)
6ร37 IWRC (tons)
Breaking Strength (6ร19)
1/4" (6mm)
0.55
0.53
2.74 tons
5/16" (8mm)
0.86
0.82
4.30 tons
3/8" (10mm)
1.2
1.16
6.10 tons
1/2" (13mm)
2.2
2.1
11.0 tons
5/8" (16mm)
3.3
3.2
16.7 tons
3/4" (19mm)
4.8
4.6
24.0 tons
1" (25mm)
8.5
8.2
42.7 tons
Reeving, Drums & Sheaves
D:d ratio matters โ Small sheaves bend the rope too sharply and accelerate fatigue.
Sheave groove fit matters โ Too tight pinches the rope; too wide provides poor support and flattens strands.
Fleet angle matters โ Bad lead angle causes scrubbing, poor drum spooling, and crushing.
Avoid crossovers on drums wherever possible. Rope crossing over itself creates high localized damage.
Keep wraps tight and even on the drum to protect lower layers from crushing.
Never drag rope over sharp steel edges; use sheaves, rollers, softeners, or proper protection.
Lubrication & Handling
Lubrication reduces internal friction between wires and strands and helps resist corrosion.
Clean heavy contamination before relubricating. Do not trap grit inside the rope.
Never steam clean or aggressively solvent-strip a rope unless that method is approved.
Store rope dry, off the ground, and protected from chemical contamination.
Unreel correctly โ Roll from a reel or turntable. Pulling rope off a stationary coil can introduce loops and kinks.
Once a rope is kinked, the damage is permanent even if the rope looks straightened afterward.
Field Damage You Should Recognize Fast
Birdcaging โ Strands open away from the core. Usually caused by sudden release of torsion, shock, or improper handling.
Doglegs โ Sharp set or permanent bend in the line.
Kinks โ Pulled-through loop that permanently distorts rope geometry.
Crushed sections โ Flattened areas from drum damage or side pressure.
Core protrusion โ Internal support failure or severe structural distortion.
Valley breaks โ Broken wires between strands, often signaling fatigue and internal distress.
Good Practice in Lifting Service
Use the correct rope construction for abrasion, bending, rotation, and crushing conditions.
Do not let the rope run with twists locked into it.
Check end connections carefully โ sockets, clips, splices, wedges, and swaged ends each have their own failure points.
Inspect the rope where it bends over the sheave and where it enters the drum; these are common damage zones.
Watch for drum flange rubbing, poor lead angle, and uneven winding after every reeving change.
When in doubt, compare suspect sections to an unused rope diameter and construction reference.
โ ๏ธ Most wire rope damage starts long before failure is obvious. Poor sheave size, shock loading, crushed wraps, and locked-in twists can destroy rope structure internally before the outer appearance looks severe.
Discard Criteria (Remove from Service)
10 randomly distributed broken wires in one rope lay, OR 5 broken wires in one strand
Kinking, crushing, birdcaging, doglegs, or core protrusion
Heat damage, welding current exposure, or electrical arcing
Corrosion โ pitting or reduction in diameter >1/3 of original wire diameter
Diameter reduction of 3% (6ร7), 2.5% (6ร19), 1.5% (6ร37) from nominal
Valley breaks, severe abrasion, or any deformity preventing proper seating in the sheave
Slings
Deeper sling guidance โ material choice, hitch efficiency, edge protection, loading effects, and inspection practice
Sling Types Comparison
Type
Advantages
Disadvantages
Best Use
Safety Factor
Wire Rope
High strength, durable, good abrasion resistance
Can kink, heavier, less forgiving on soft surfaces
General construction and heavier service
5:1
Chain (Alloy)
Adjustable, heat resistant, rugged
Heavy, can notch or gouge, must match fittings
Harsh service, high heat, adjustable baskets
4:1
Synthetic Web
Lightweight, flexible, protects finished loads
UV, cut, and chemical damage concerns
Painted, polished, or fragile loads
5:1
Round Sling
Very flexible, conforms to shape, high capacity-to-weight
Core cannot be fully seen; jacket damage is critical
Large or delicate loads with broad contact area
5:1
Metal Mesh
Flexible, good in heat, resists cutting better than web
More specialized and heavier than synthetics
Sharp or hot loads where web is unsuitable
5:1
How to Choose the Right Sling
Start with load weight, center of gravity, number of pick points, and hitch angle.
Then check the load surface: sharp edges, heat, chemicals, and finished surfaces.
Chain is excellent for rugged service and adjustability.
Wire rope handles abuse well but does not like kinks or severe crushing.
Web and round slings are ideal where load protection matters, but they must be protected from edges.
Do not pick a sling by vertical WLL alone โ angle, hitch type, and hardware geometry can change everything.
Hitch Types & Efficiency
Vertical Hitch โ Single straight connection. Baseline rating: 100% of rated vertical capacity.
Basket Hitch โ Excellent when both legs share load equally and are close to vertical. Up to 200% in a true basket.
Choker Hitch โ Good for grip but reduces capacity and can damage the sling more quickly at the choke point.
Double-Wrap Choker โ Better control on cylindrical or slippery loads, but still not the same as a full basket.
Two-leg and multi-leg bridles depend on equal length, equal angle, equal share, and correct center of gravity.
Whenever legs are not equal, do not assume the load shares evenly.
Sling Angle Factors
Angle from Horizontal
Load Factor
What It Means
90ยฐ
1.000
Leg is vertical; no angle penalty
60ยฐ
0.866
Each leg tension rises noticeably
45ยฐ
0.707
Each leg carries about 70.7% factor of ideal
30ยฐ
0.500
Each leg tension doubles compared with vertical share
Below 30ยฐ
NOT RECOMMENDED
Force rises rapidly and control gets worse
What Increases Sling Tension
Lower sling angles
Unequal leg lengths
Center of gravity not centered between pick points
Load shifting during the lift
Dynamic loading from jerking, stopping, or swinging
Hardware crowding that prevents free alignment
Using a choker on a slippery or hard-edged load
โ ๏ธ Never use a sling angle below 30ยฐ from horizontal. Tension on each sling leg increases dramatically as the angle decreases โ at 30ยฐ each leg carries TWICE the load share, and any imbalance makes it worse.
Edge Protection & Load Contact
All slings hate sharp edges โ even chain and wire rope can be damaged by severe corners or notching.
Use softeners, corner protectors, wear pads, sleeves, or blocking to spread bearing pressure.
Synthetic slings can fail very quickly when tensioned across an unprotected edge.
Protect the sling at every contact point, not just the most visible one.
Confirm the sling can seat naturally without being trapped, pinched, or bent around too small a radius.
Multi-Leg Sling Reality
In a 3- or 4-leg bridle, do not assume all legs carry equal load.
Often only two legs carry most of the load unless the geometry is very well balanced.
Shorter legs generally attract more load.
If the load tilts, one leg can spike well above the average share.
Use an equalizing beam, different leg lengths, or engineered rigging when the center of gravity is offset.
Before the full lift, perform a short test lift and watch which legs tighten first.
Wire Rope & Chain Sling Notes
Wire rope slings resist abrasion well, but broken wires near eyes and at bend points are critical.
Chain slings are excellent for rugged work, but side-loaded hooks, stretched links, and unauthorized repairs are major hazards.
Always verify fittings match the sling grade and configuration.
Do not twist chain sling legs to shorten them unless the assembly is designed for adjustment that way.
Synthetic Web & Round Sling Notes
Web slings spread load well and protect surfaces but are vulnerable to cuts, melted fibers, and chemical attack.
Round slings have hidden load-bearing yarns inside the jacket, so jacket damage must be treated seriously.
Sunlight, dirt, and embedded grit shorten synthetic sling life.
Never tie knots in synthetic slings or drag them under a load.
Sling Inspection & Discard Criteria
Wire Rope Slings: Same broken wire criteria as running wire rope; severe abrasion; kinks; crushed sections; cracked, bent, or worn end fittings; distorted thimbles; wear at bearing points.
Chain Slings: Wear >10% of original dimension; stretched links; cracked weld areas; gouges or nicks; twisted components; unauthorized welding or repair; damaged hooks or latches.
Synthetic Web Slings: Cuts, tears, punctures, snags, broken stitching, missing tag, acid or caustic burns, melting, charring, hard glossy spots, UV damage, knots, and embedded sharp debris.
Round Slings: Any jacket damage exposing core yarns, melted or abraded cover, missing tag, punctures, discoloration from heat or chemicals, or any suspicion of internal core damage.
General Rule: If sling identification is missing and capacity cannot be verified, remove it from service.
Good Sling Practice in the Field
Measure the angle, do not guess it.
Keep hardware large enough that the sling can align naturally.
Protect against edges before the lift starts, not after damage shows up.
Use a test lift to confirm balance, leg loading, and choke grip.
Never shock-load a sling or jerk a stuck load free.
Keep people clear while the sling settles and the load finds its center of gravity.
Hardware
Deeper rigging hardware guidance โ selection, loading direction, inspection, and common failure points
Shackles
Anchor/Bow Shackle โ Better for connections that need more bow room or may see slight angle between sling legs.
D Shackle / Chain Shackle โ Best for in-line loading only. Avoid multi-directional loading.
Pin orientation matters โ In general, keep the pin in the sling eye and the bow on the hook or master link when it improves seating and prevents crowding.
Never side-load a screw pin shackle. Side loading can bend the pin, spread the ears, and reduce capacity.
Do not force a fit by hammering oversize hardware into an undersize sling eye or lug.
Avoid point loading inside the bow. The load should bear evenly, not on one edge.
Screw pin must be fully seated and secured where vibration or movement could loosen it.
Remove from service for bent pin, spread body, thread damage, gouges, cracks, or missing identification.
Hooks
Swivel Hook โ Allows rotation, but the hook itself is not meant to untwist a loaded sling unless specifically designed for that duty.
Clevis Hook โ Direct mechanical connection to chain or attachment point.
Eye Hook โ Common for wire rope and synthetic sling connections.
Load in the bowl only โ Never tip-load, side-load, or load against the latch.
Latch is a retainer, not a load-bearing part. It helps keep rigging seated, but should never support force.
Use hooks large enough for the connection point; crowding hardware into a small throat can create unintended loading.
Discard if throat opening has increased, the hook is twisted, latch is not functioning, or any crack is present.
When using multiple slings, confirm each sling seats freely and does not stack in a way that pries the hook open.
Eyebolts & Hoist Rings
Shoulder Eyebolt โ Preferred when angular loading may occur, but only when the shoulder is firmly seated against a flat surface.
Plain (Shank) Eyebolt โ Vertical loading only. Do not use for angular pulls.
Alignment is critical โ The eye should line up with the direction of pull. Do not back off the eyebolt to align it unless the manufacturer allows washers or spacers.
Thread engagement should be adequate for the base material. Soft materials require even more care and engineering review.
Hoist rings are often safer than eyebolts for lifts involving changing pull direction because they are designed to articulate.
Angular loading reduces capacity quickly. The farther the pull moves from straight vertical, the more capacity is lost.
Inspect for bent shank, thread damage, shoulder gap, elongated eye, or signs of pull-out in the base material.
Turnbuckles & Beam Clamps
Turnbuckles are mainly for tensioning and adjustment. Do not use them as general lifting hardware unless they are specifically rated for lifting service.
Ensure equal thread engagement on both ends and leave enough thread inside the body for full strength.
Use jam nuts, lock nuts, or safety wire where vibration could allow rotation.
Never heat, weld, or extend a turnbuckle body to โmake it fit.โ
Beam clamps must match the flange width and thickness and must seat squarely on the beam.
Check that the beam itself can take the applied load without local flange damage, twist, or web crippling.
Do not use a beam clamp where side pull could cause walking, slipping, or uneven jaw contact unless the device is designed for that loading.
Blocks, Sheaves & Snatch Blocks
Sheave size matters โ Too small a sheave increases wire rope fatigue and shortens service life.
Match groove to rope diameter. A groove that is too tight pinches the rope; too wide flattens and destabilizes it.
Snatch blocks are used to change direction and can change line pull on anchors and supporting structure. Consider the load on the block support, not just the line pull.
Make sure side plates close fully and the latch or retention mechanism is secure before loading.
Inspect sheaves for groove wear, broken flanges, seized bearings, and sharp edges that can damage rope.
Poor fleet angle or misalignment can force rope against the flange and damage both rope and sheave.
Connection Principles
Hardware should fit the connection โ pin diameter, bow width, eye opening, and hook throat all need proper clearance.
Load should be centered through the strongest part of the hardware. Eccentric loading creates bending.
One connection, one clear load path โ avoid stacking too many parts into one shackle or hook.
No improvised packing with bolts, nuts, plate scraps, or random bushings unless engineered for the lift.
Maintain identification โ if hardware is not legibly marked or traceable to capacity, do not use it for critical lifting.
Protect against edge damage โ even correctly sized hardware can fail early if the connection point has burrs or sharp edges.
Common Hardware Mistakes & Why They Matter
Mistake
What Happens
Better Practice
Side-loading a shackle
Bends pin, spreads ears, reduces capacity
Realign the lift or use hardware designed for the direction of pull
Tip-loading a hook
Concentrates force on the weakest part of the hook
Seat the load fully in the bowl
Using a plain eyebolt at an angle
Creates bending at the shank and threads
Use a shoulder eyebolt or hoist ring
Crowding multiple parts into one hook
Prevents proper seating and can pry hardware open
Use a larger hook, master link, or proper connector
Unrated clamp or attachment point
Unknown capacity and unpredictable failure mode
Use only marked, rated lifting hardware
Ignoring damaged threads or latches
Retention and full strength may be lost
Remove from service and replace
Inspection Red Flags
Any crack, arc strike, or repaired weld not authorized by the manufacturer
Excessive wear at pin holes, saddles, bowls, or bearing points
Stretched openings, twisted bodies, or bent pins
Corrosion pitting that could hide section loss
Missing latches, cotter pins, keepers, tags, or manufacturer markings
Thread damage, incomplete engagement, or signs of pull-out
Anything that no longer seats squarely or cleanly under load
Hardware Selection Checklist
Is every component rated and marked?
Will the hardware be loaded in the direction it was designed for?
Does the size fit the sling eye, padeye, hook, and master link correctly?
Will movement, vibration, or rotation loosen any connection?
Could the load shift and change the direction of pull during the lift?
Is the supporting structure also adequate, not just the hardware itself?
Have damaged or questionable components been removed before the lift begins?
WLL by Wire Rope Clip Pattern
Rope Dia.
Min. Clips
Spacing (in)
Torque (ft-lb)
1/4"
3
1.75
15
3/8"
3
2.625
30
1/2"
3
3.5
65
5/8"
4
4.375
95
3/4"
4
5.25
130
1"
5
7.0
225
๐ก U-bolt saddle ALWAYS goes on the live/load side โ "Never saddle a dead horse!"
Load Calculations
Weight estimator, sling tension, and D:d ratio
โ๏ธ Steel Weight Estimator
Fill in the fields and click Calculate.
๐ Sling Tension Calculator
Fill in the fields and click Calculate.
๐ D:d Ratio Calculator
Fill in the fields and click Calculate.
๐งฎ Center of Gravity Calculator
Enter two weights and the span between them.
๐ช Basket Hitch Capacity Calculator
Enter the sling's vertical WLL and basket angle.
๐ชข Choker Hitch Capacity Calculator
Uses the workbook choke-angle reduction bands.
โ Unequal Lift Point Load Share
Enter the distances from the center of gravity to each lift point.
๐ Submerged Load Calculator
Calculates volume, dry weight, displaced water, and the weight the crane sees underwater.
Minimum D:d Ratios
Wire Rope Class
Running Ropes
Standing Ropes
6ร7
42:1
18:1
6ร19
26:1
14:1
6ร37
18:1
10:1
7ร7 Aircraft
N/A
N/A
8ร19
21:1
12:1
Knots & Hitches
Common knots used in rigging with strength retention ratings
Animated Knot Viewer
Choose any knot below to show the knot animation area only. The full website is not displayed inside the app.
Use the knot cards below to switch animations or open the full source page in a separate tab.
Round Turn & Two Half Hitches
Attaching rope to a post or ring. Easily untied under load.
Good for light binding only. Avoid as a heavy-load rope-joining knot.
โ ๏ธ Knots significantly reduce rope strength. Always use a shackle, hook, or mechanical connection where possible instead of a knot for critical lifts.
Hand Signals
Standard ASME B30.2 crane hand signals
โ๏ธ
Hoist
Arm extended, finger pointing up, circular motion
๐
Lower
Arm extended, finger pointing down, circular motion
โ
Stop
Arm extended horizontally, palm down, hold
๐ค
Emergency Stop
Both arms extended horizontal, palms down, waving
๐
Travel โ Left
Point with index finger in direction of travel
๐
Travel โ Right
Point with index finger in direction of travel
๐ค
Inch
Thumbs & forefingers forming circle; move slowly
๐
Extend Boom
Thumbs pointing outward, fists closed, move apart
๐ค๐ค
Retract Boom
Thumbs pointing inward, fists closed, move together
๐
Swing
Arm extended, point with finger in direction of swing
๐ค
Use Main Hoist
Tap fist on head, then regular signals
โ๏ธ
Use Whip Line
Forearm vertical, elbow on back of other hand
๐ก Only ONE designated signal person gives signals at a time. The operator must obey signals from that person ONLY โ except STOP, which can be given by anyone.
Pre-Lift Inspection
Click each item to mark complete โ reset when done
Load weight verified and within crane/hoist capacity
All slings inspected โ no cuts, kinks, or broken wires
Shackles inspected โ pin fully seated and moused
Hooks in good condition with functioning safety latches
Sling angles measured โ minimum 30ยฐ from horizontal
โ๏ธ Never exceed rated WLL โ include dynamic load factors.
๐ If in doubt โ stop the lift and reassess.
โก Assume all overhead lines are energized.
๐ Never use a sling angle below 30ยฐ from horizontal.
๐ชข Never shock-load rigging equipment.
Dynamic Load Factor
Dynamic forces from sudden starts, stops, and swinging can multiply the actual load on rigging components:
Condition
Dynamic Factor
Very slow lift
1.0โ1.1
Normal speed lift
1.1โ1.3
Rapid acceleration/deceleration
1.5โ2.0
Jerk / shock load
2.0โ3.0+
Flashcards
Click the card to reveal the answer
Question
Loadingโฆ
Answer
Loadingโฆ
1 / 20
Quiz
Test your rigging knowledge
out of 10 questions
Glossary
Search key rigging terms and definitions
Guided Exercises
The original ARISE reference modules stay intact. This training mode is now its own separate option.
Training Mode
ARISE Lift Director Guided Exercise
This version walks learners step by step through the Lift Director workflow with coaching prompts, progress tracking, and scenario-based practice.
Use this module for onboarding, self-study, or classroom practice without replacing the original ARISE reference content.
What this module includes
Step-by-step exercise flow for lift planning.
Coaching prompts to guide what learners enter next.
Scenario-based practice that can be used during training sessions.
Export and re-import support so learners can save their work.
Lift Director App
The full Lift Director tool is now its own separate option while ARISE remains fully restored as your main reference app.
Operational Tool
Standalone Lift Director App
Use the original Lift Director workflow as a separate module for planning, readiness checks, risk review, team setup, execution tracking, and final sign-off.
This keeps the Lift Director app separate from the ARISE reference pages, exactly as requested.
Best use
Run the tool as a separate operational planning module.
Use ARISE for reference and theory, then switch here for applied lift planning.
Open in a new tab when you want the full app on its own screen.
Keeps the original ARISE material visible and untouched in its own modules.
ARISE Lift Director Guided Exercise
ARISE Guided Exercise
Lift Director training walkthrough
Work through the Lift Director module as a structured exercise. The guide tracks your progress from lift definition through hazards, readiness, crew assignment, site control, execution, and sign-off.
This version is packaged as a standalone HTML tool so it can be hosted on a website, embedded in WordPress, or dropped into Moodle as a SCORM activity or file resource.
Tip: save your plan as JSON anytime, then import it later to resume the exercise on another device or in Moodle.
How to use this version
Complete the highlighted step requirements shown below.
Use the sample scenario for guided practice, or build a blank plan.
Export the plan JSON for records or re-use.
In Moodle SCORM mode, completion and score can be reported automatically.
Start the exercise by completing the Lift Plan Builder step.
Exercise progress
0 of 8 steps complete
0%
Step guidance
Open a step to see its objective and required checkpoints.
Live exercise metrics
Current step
Dashboard
Step status
Incomplete
Readiness score
0%
Critical risks
0
The guide updates as you type, check readiness items, add risks, and complete sign-offs.
Exercise start: Review the scenario, then move through each step. You can work blank or load the sample scenario to practice with realistic data.
Lift Director control center
This app is structured around ACTI lift plan requirements, lift director responsibilities, risk assessment, inspection readiness, team qualification, exclusion zones, communication, contingency planning, and post-lift review. It is designed so a Lift Director can run the operation from planning through sign-off in one full-screen interface.
Project
Not set
Load Weight
0 lb
Wind Limit
Not set
Lift Director
Unassigned
Readiness overview
Incomplete plan
Plan: Job details, crane, load, rigging, and procedure
Execution: Pre-lift meeting, test lift, main lift, post-lift review
Required workflow
1. Define the load, weight, dimensions, center of gravity, and attachment points.
2. Confirm crane and rigging capacity for total anticipated load.
3. Review site conditions, weather, work area, path, support, and interferences.
4. Assign qualified personnel, establish communication, barriers, and emergency actions.
5. Complete pre-lift inspections, test lift, controlled execution, and post-lift review.
Standard lift planning addresses the load, rigging, personnel, movement, site conditions, communication, site control, contingency, and emergency planning.
Use for lifts that do not meet critical-lift triggers.
Documentation can still be captured in this app for training, audits, and repeatability.
Critical lifts require a written plan before work starts.
Plan sections include load details, LHE configuration, rigging method, travel path, personnel, site parameters, communication, site control, contingencies, and emergency action.
Use approvals and sign-offs before activation.
Instant flags
No immediate flags.
Step 1: Define the lift clearly: project, crane, load, center of gravity, rigging, and the planned procedure. This is the backbone of the whole exercise.
Step 2: Add the hazards that could stop or change the lift. Record controls, a contingency plan, and the emergency actions.
Risk Assessment & Contingency
Identify site, equipment, load, environment, and human-factor risks. Add controls, assign severity, and build contingency actions.
Step 3: Use the readiness checks to simulate a pre-lift review. Tick the items that are complete and capture any notes or hold points.
Inspection & Readiness
Track pre-use inspection items for crane, rigging, safety devices, environmental conditions, and post-lift readiness.
Step 4: Assign the lift director, operator, signal person, riggers, and communication method. Document the pre-lift briefing and competency notes.
Team & Competency
Assign the lift team and record qualifications, communication methods, and stop-work authority.
Step 5: Set the exclusion zone, access control, wind limit, and emergency stop method. This step tests work-area control and communication.
Exclusion Zone & Safety Protocols
Plan the exclusion zone, traffic controls, monitoring, dynamic zone changes, and emergency response methods.
Step 6: Record the execution sequence, test lift outcome, adjustments, and post-lift review. Finish by adding the role sign-offs.
Execution & Post-Lift
Track the operational sequence from setup through debrief, including post-lift inspections and records.
Step 7: Refresh the summary, review the printable plan, and confirm the sign-offs. When every step is complete, the exercise is done.
Lift Summary
Fill in the plan and click โRefresh Summaryโ to generate a complete lift summary.
Approval Snapshot
Operator sign-off: Pending
Lift Director sign-off: Pending
Signal Person sign-off: Pending
Printable Lift Plan Review
No print summary generated yet.
ACTI Lift Director App
Lift Director control center
This app is structured around ACTI lift plan requirements, lift director responsibilities, risk assessment, inspection readiness, team qualification, exclusion zones, communication, contingency planning, and post-lift review. It is designed so a Lift Director can run the operation from planning through sign-off in one full-screen interface.
Project
Not set
Load Weight
0 lb
Wind Limit
Not set
Lift Director
Unassigned
Readiness overview
Incomplete plan
Plan: Job details, crane, load, rigging, and procedure
Execution: Pre-lift meeting, test lift, main lift, post-lift review
Required workflow
1. Define the load, weight, dimensions, center of gravity, and attachment points.
2. Confirm crane and rigging capacity for total anticipated load.
3. Review site conditions, weather, work area, path, support, and interferences.
4. Assign qualified personnel, establish communication, barriers, and emergency actions.
5. Complete pre-lift inspections, test lift, controlled execution, and post-lift review.
Standard lift planning addresses the load, rigging, personnel, movement, site conditions, communication, site control, contingency, and emergency planning.
Use for lifts that do not meet critical-lift triggers.
Documentation can still be captured in this app for training, audits, and repeatability.
Critical lifts require a written plan before work starts.
Plan sections include load details, LHE configuration, rigging method, travel path, personnel, site parameters, communication, site control, contingencies, and emergency action.