Area B North
August
Area B South
July 22 & 23
JULY 22 & 23, JULY 29 & 30, 2023
SATURDAYS & SUNDAYS
Crane Pick Plan for Area B CTICU and BICU
Crane Pick Plan for Area B South - July 29 & 30
SESPBuildingOutline
Crane Staging Area
Weights X Street StocktonBLVD X Street 2nd Avenue Crane/Truck Path
Site
Truck/Trailer with Counter
to
GENERAL INFORMATION
Project Dates
Loads
Crane Information: Make, Model, Serial No. GO, NO-GO Conditions
Title:
Project: UCD Med Center
Description: Pre Cast Panel Demo
Jobsite Address:
Critical Lift Worksheet
Date: 7/12/2023
Job Number:
Customer: Ferma PO/ Contract#:
Lift Plan Drawing and Load Placement Drawing attached? Yes No
Notes:
Crane Information
Manufacturer: Link-Belt
Model: HTC-86100
Serial #:
Crane Rating: 100 t
Crane Inspection Date:
Notes:
Crane Configuration
Crane Carrier: 100% Outriggers
Counterweight: 39500 lbs
Chart Capacity: 33,400 lbs
Main Boom Length: 1158' Main Boom (Mode EM3)
Boom Sections: 100-100-100-0 (EM3)
Parts of Line:
Line Size:
Capacity of Line @ Parts:
Radius: 40 ft
Boom Angle: 676°
Tip Height: 116.6 ft
Jib Used? Yes No
Jib:
Jib Offset:
Jib Angle from Ground:
Outrigger Load:
Setup Information
Crane Setup: Over Rear 360° Over Front Over Side
Setup Distance:
Mat Used? Yes No
Mat Dimensions:
Ground Bearing Pressure below Mat:
Notes:
https://www.3dliftplan.com/Print/PrintWorksheet.aspx
Crane Radius: 40 ft
Lift Information
Crane Capacty at Radius: 33,400 lbs
Capacity at Pick Point:
Capacity at Set Point:
Notes:
Load Configuration
Gross Load Weight: 18,4295 lbs
Description:
Dimensions: 32 ft x 05 ft, Height: 8 ft
Load Weight: 16,100 lbs
Rigging Weight: 1945 lbs
Hook Weight: 583 lbs
Block Weight: 1,102 lbs
Load Line Weight: 450 lbs
Hook Height: 711 ft
Sling Length:
Sling Angle: 63.8°
Sling Equipment #: Sling Type:
Additional
7/12/23, 1:50 PM 3D Lift Plan
1/2
Spreader
Shackle
Shackle
Shackle
lbs
Spreader Bar #:
Bar Capacity: Hook Block:
Type:
Qty:
Capacity: Additional Rigging: 0
Deduct Capacity: Notes: Not for construction use For pre-planning only N/A N/A Sacramento, Ca N/A N/A O J8K4-4264 33.400 lbs 33,400 lbs N/A N/A 2 3/4" 32,000 lbs O N/A N/A N/A 49,498 lbs O 25' See Crane Mat Detail O 674 psf N/A N/A See Rigging Detail N/A N/A N/A See Rigging Detail See Rigging Detail See Rigging Detail See Rigging Detail See Rigging Detail See Rigging Detail See Rigging Detail N/A See Rigging Detail
Rigging Capacity: % of Chart Capacity: 55% Chart Capacity Deduction:
SITE LOGISTICS PLAN & CRANE INFORMATION
Hospital Access Plan
Traffic Plan
3D Pick Plan
Crane Specifications
Layout of Crane Lift Area: Area B South
RemainOpen
LayoutofCraneLiftAreaAreaBSouthwithUtilityMapping
Access Plan to Hospital Entrance Area
B South
Patient/Staff Walkway Path
Staff/ED Entrance Will Remain Open
Crane Lift Area Secured with Chain-Link Fence
SESPBuildingOutline
Bike Rack To Remain Open
Directional Sinage to Hospital Entrance
Lot 3 Sidewalk Closed to Pedestrian Traffic
Not issued for construction. For pre-planning only.
Phase A,B, & C
7/10/23, 4:39 PM 3D Lift Plan
1/1
with 3D Lift Plan www3dliftplan com Crane Link-Belt HTC-86100
Main Boom (Mode EM3) at 67.6° Base: 100% Outriggers
39500 lbs 40' Lift Radius (360°) Crane Capacity at 40' = 33,400 lbs Load Load Line 450 lbs Block 1,102 lbs Hook 583 lbs Rigging 195 lbs Total Rigging Weight 2,330 lbs Load 16,100 lbs Total Load 18,430 lbs 55% of capacity Sling Tension: 9,080 lbs
https://www.3dliftplan.com/Print/LiftPlan.aspx
Created
115.8'
Counterweight:
7/10/2023
Ferma
Pre Cast Panel Demo
Title Lift Plan Project UCD Med Center Customer
Description
Drawn By Jason Myers
7/10/23, 4:43 PM 3D Lift Plan
1/1 Created with 3D Lift Plan www3dliftplan com Crane Link-Belt HTC-86100 115.8' Main Boom (Mode EM3) at 67.6° Base: 100% Outriggers Counterweight: 39500 lbs 40' Lift Radius (360°) Crane Capacity at 40' = 33,400 lbs Load Load Line 450 lbs Block 1,102 lbs Hook 583 lbs Rigging 195 lbs Total Rigging Weight 2,330 lbs Load 16,100 lbs Total Load 18,430 lbs 55% of capacity Sling Tension: 9,080 lbs 7/10/2023
Plan Project UCD Med Center Customer Ferma Description Pre Cast Panel Demo Drawn By Jason Myers
https://www.3dliftplan.com/Print/LiftPlan.aspx
Phase A,B, & C Title Lift
Not issued for construction. For pre-planning only.
Not issued for construction. For pre-planning only.
7/10/23, 4:38 PM 3D Lift Plan
1/1 Created with 3D Lift Plan www3dliftplan com Crane Link-Belt HTC-86100 115.8' Main Boom (Mode EM3) at 67.6° Base: 100% Outriggers Counterweight: 39500 lbs 40' Lift Radius (360°) Crane Capacity at 40' = 33,400 lbs Load Load Line 450 lbs Block 1,102 lbs Hook 583 lbs Rigging 195 lbs Total Rigging Weight 2,330 lbs Load 16,100 lbs Total Load 18,430 lbs 55% of capacity Sling Tension: 9,080 lbs 7/10/2023
Project UCD Med Center Customer Ferma Description Pre Cast Panel Demo Drawn By Jason Myers
https://www.3dliftplan.com/Print/LiftPlan.aspx
Phase A,B, & C Title Lift Plan
SESPBuildingOutline
40'-0"
THIS INFORMATION IS PROVIDED AS REFERENCE ONLY. ADHERE TO THE OFFICIAL LOAD CHART & OPERATOR’S MANUAL FOR PROPER CRANE LIFTING CAPACITIES, ASSEMBLY & OPERATING PROCEDURES. PLEASE CONTACT BRAGG CRANE SERVICE AT 800-4CRANE1 OR VISIT BRAGGCOMPANIES.COM FOR ASSISTANCE WITH YOUR LIFTING NEEDS. Forsalesuseonly Not for crane operations N3P0324 5of244 HTC---86100 GeneralDimensions 10’11” (3.33m) 7” (17.78cm) 17° 7’0” (2.13m) 38’0” (11.58m) 45’7” (13.89m) CL OfRotation 9’6” (2.90m) 11’0” (3.35m) 14’8” (4.47m) 10.75” (0.27m) Ground Clearance 5’9” (1.75m) 34” (0.86m) 16° 6’2.50” (1.89m) 11’6.50” (3.52m) 5’0” (1.52m) 4’2” (1.27m) 8’0.50” (2.44m) 4.50” (114mm) 5’1” (1.55m) 7’9”(2.36m) FullyRetracted 9’8”(2.95m) FullyRetracted 14’7”(4.45m) IntermediateExtended 16’7”(5.05m) IntermediateExtended 24’0”(7.32m) FullyExtended 26’0”(7.92m) FullyExtended 22.75” (0.58m) GroundLevel WithCrane OnOutriggers 8.50” (0.22m) 14.25” (0.36m) 14.25” (0.36m) 13’---8”(4.17m)Tailswing 8’6”(2.60m) OverallWidth 5’1.50” (1.56m) TireInflation TireSize Operation TirePressure(psi) 12R22.5 1mph Stationary 120 120 PontoonLoadings MaximumPontoonLoad(lb) MaximumPontoonGroundBearingPressure(psi) Front---97,400 199 Rear---106,000 217 Bumper---51,000 262
OTHER
SESP Interface - Area E.2 Crane Pick Page 31 of 48
AF4207
ATTACHMENTS
SESP Interface - Area E.2 Crane Pick Page 32 of 48
LOAD INFORMATION & RIGGING
Load Information
Load Chart
Ground Bearing Pressure
Pick Locations
PanelPanelPanelPanelPicking Height (ft)Width (ft)Thickness (ft)Volume (ft3)Weight (lbs)Weight (tons)Sequence Dimension Area Panel Number Panel ID 1C187,2003.602 2C195,2002.603 6P1116,1008.051 10C266,0613.035 11C22,1501.086 14S1213,4006.704 18S3810,6675.337 21C254,1362.078 A & B
Load Chart
Project UCD Med Center
Link-Belt HTC-86100
Boom: Main Boom (Mode EM3)
Jib: -
Base: 100% Outriggers
Counterweight: 39500 lbs
Range: 360°
Capacity: 85% Cap
Chart ID: D11P2167
This data is for reference use only Operator must refer to in-cab charts to determine allowable lifting capacities
https://www.3dliftplan.com/Print/PrintLoadChart.aspx
6/12/23, 4:01 PM 3D Lift Plan
1/1
Description Pre Cast Panel Demo
Customer Ferma
Boom Section Percentages Boom Length (ft) Boom Angle Jib Length (ft) Jib Offset Tip Height (ft) Lift Radius (ft) Capacity (lbs) Note 100-100-100-0 (EM3) 1158 78° - - 121 25 36,300 100-100-100-0 (EM3) 1158 76° - - 1195 30 35,900 100-100-100-0 (EM3) 1158 735° - - 1177 35 35,500 100-100-100-0 (EM3) 1158 71° - - 1157 40 33,400 100-100-100-0 (EM3) 1158 685° - - 1134 45 30,300 100-100-100-0 (EM3) 1158 655° - - 1108 50 27,900 100-100-100-0 (EM3) 115 8 62 5° - - 107 9 55 25,600 100-100-100-0 (EM3) 1158 595° - - 1046 60 23,600 100-100-100-0 (EM3) 1158 565° - - 1009 65 20,700 100-100-100-0 (EM3) 115.8 53° - - 96.8 70 18,200 100-100-100-0 (EM3) 115.8 49.5° - - 92.2 75 16,200 100-100-100-0 (EM3) 1158 46° - - 87 80 14,400 100-100-100-0 (EM3) 1158 42° - - 811 85 12,900 100-100-100-0 (EM3) 1158 375° - - 742 90 11,600 100-100-100-0 (EM3) 1158 325° - - 661 95 10,400 100-100-100-0 (EM3) 1158 265° - - 561 100 9,300 100-100-100-0 (EM3) 1158 19° - - 425 105 8,400 100-100-100-0 (EM3) 1158
- - 249 1088 4,600
-
Link-BeltTelescopicCraneMaximumPontoonLoadings-ClicktoListAllMachines
Unit:English
https://www.linkbelt.com/gbpl/ShowMax.asp?model=HTC+%2F+HTT-86100+%28N3%29&unitType=
6/10/23, 7:35 AM Max Pontoon Loads - www.linkbelt.com
1/1 ModelNo. Base Rating (ton) RearMax (lb) Rear Max(psi) Front Max(lb) Front Max(psi) Bumper Max(lb) Bumper Max(psi) MainO/R Area(in2) BumperO/R Area(in2) HTC/HTT-86100(N3) 100 106,000 217 97,400 199 51,000 262 489 201
Ground Bearing Pressure Below Crane Mats
Job Information
Project UCD Med Center
Customer Ferma
Description Pre Cast Panel Demo
Drawn By Jason Myers
Date 7/12/2023
Crane Information
Link-Belt HTC-86100
1158' Main Boom (Mode EM3)
100% Outriggers
Cwt: 39500 lbs
Outrigger Load 'P' 48,498 lbs
Transition Pad Length 3 ft
Transition Pad Width 3 ft
Mat Information
Calculations
Ground Bearing Pressure below mat...
q = P / (b·c) 674 psf
Bending Stress on Mat
f = 3qa²·n/d² 18,1868 psi OK 27,000 psi maximum allowed
Notes
Not for construction use For pre-planning only
7/12/23, 1:48 PM 3D Lift Plan
1/1
https://www.3dliftplan.com/Print/PrintMat.aspx
Mat Thickness 15 in Mat Length 12 ft Mat Width 6 ft Mats in Width 1 Effective Mat Length 'c' 12 ft Effective Mat Width 'b' 6 ft Moment Arm 'a' 45 ft Matting Layers 'n' 1 Total Mat Thickness 'd' 15 in
Mat Material Steel
SESP/RHT 2hour Wall Areas of work
WILLISCONSTRUCTIONCO.INC.DRAWINGREVISIONS FORREDUCEDPLANS ORIGINALSCALEININCHES Sacramento,California ELEVATIONS UCDAVISMEDICALCENTER SWINERTONBUILDERS 707 E2.2 AEASTELEVATIONLKJ E2.1 H.7--G SOUTHELEVATIONBEASTNORTHELEVATION ELEVATION CD 2424.2H.7G.924.224 EEASTELEVATION HGF G.9242322.8 FNORTHELEVATION FE GEASTELEVATION 22.823 HNORTHELEVATIONE2.3 L WESTELEVATION224 SOUTHELEVATION1 F E3.1 A E3.2 B E3.2 C E3.2 C E3.2DE3.2 E3.2 E J E4.0 K E4.0 P E4.0 N E4.0 E4.0 3 E4.0 3 E4.0 3 E4.0 3
LIFT & RIGGING DETAILS
Shop Drawings
Rigging List
Cut Sheets
• 61 ton Hook Block
• (2) ¾” steel slings x 20’ long
• (2) 1” x 8.5 ton Shackles
RIGGING LIST
Rigging List
• (2) Grade 100 lifting chains (Supplied by FERMA)
*All rigging to be used can be replaced at any time with equal or greater values. Slings will always maintain a minimum of 60-degree angle. (Holes core drilled into panels can not be more than 20’ apart from each other to maintain the specified angle)
Rigging process:
Ferma will core drill (2) 6” holes into existing panels. Rated lifting chains will be basketed through the holes and shackled into the (2) main lifting slings. See rigging details attached for specified sizes and specs.
*Bragg Companies are not a Demo Contractor and holds no responsibility for any cutting or modifying of any piece to be hoisted. FERMA is responsible for all demo and structural engineering required by General Contractor and/or the project owner.
SESP Interface - Area E.2 Crane Pick Page 25 of 48
Nominal Size (in.) Working Load Limit (t)* Stock No. Weight Each (lbs.) Dimensions (in.) Tolerance + /G-2130S-2130G-2130OC ABCDEFHLNCA 3/161/3‡1019464.06.38.25.88.19.60.561.47.98.19.06.06 1/41/21019466.11.47.311.13.25.78.611.841.28.25.06.06 5/163/41019468.22.53.381.22.31.84.752.091.47.31.06.06 3/811019470.33.66.441.44.381.03.912.491.78.38.13.06 7/161-1/21019471.49.75.501.69.441.161.062.912.03.44.13.06 1/2210194721019481–.79.81.641.88.501.311.193.282.31.50.13.06 5/83-1/41019490101950612620131.681.06.772.38.631.691.504.192.94.69.13.06 3/44-3/41019515101952412620222.721.25.892.81.752.001.814.973.50.81.25.06 7/86-1/21019533101954212620313.951.441.023.31.882.282.095.834.03.97.25.06 18-1/21019551101956012620405.661.691.153.751.002.692.386.564.691.06.25.06 1-1/89-1/21019579101958812620598.271.811.254.251.132.912.697.475.161.25.25.06 1-1/41210195971019604126206811.712.031.404.691.293.253.008.255.751.38.25.06 1-3/813-1/210196131019622126207715.832.251.535.251.423.633.319.166.381.50.25.13 1-1/21710196311019640126208619.002.381.665.751.533.883.6310.006.881.62.25.13 1-3/42510196591019668126209533.912.882.047.001.845.004.1912.348.802.25.25.13 23510196771019686–52.253.252.307.752.085.754.8113.6810.152.40.25.13 2-1/25510196951019702–98.254.132.8010.502.717.255.6917.9012.753.13.25.25 3†851019711154.005.003.3013.003.127.886.5021.5014.623.62.25.25 3-1/2†120‡1019739265.005.253.7614.633.629.008.0024.8817.024.38.25.25 4†150‡1019757338.005.504.2614.504.0010.009.0025.6818.004.56.25.25
LES
EN1-903 3” 9600 7600 EN2-903 3” 17,500 14,000 EN3-903 3” 26,500 21,000 EN4-903 3” 35,000 28,000 EN1-904 4” 12,500 10,000 EN2-904 4” 23,500 18,000 EN3-904 4” 35,000 28,000 EN4-904 4” 46,000 36,000 EN1-905 5” 16,000 12,800 EN2-905 5” 27,500 22,000 EN3-905 5” 42,000 33,500 EN4-905 5” 56,000 44,800 EN1-906 6” 19,200 15,300 EN2-906 6” 32,500 26,000 EN3-906 6” 48,900 39,000 EN4-906 6” 65,000 52,000 EN1-908 8” 25,600 20,000 EN2-908 8” 40,960 32,700 EN3-908 8” 61,000 49,000 EN4-908 8” 81,900 65,500 EN1-910 10” 32,000 25,600 EN2-910 10” 48,000 38,400 EN3-910 10” 72,000 57,600 EN4-910 10” 96,000 76,800 EN1-912 12” 38,000 30,720 EN2-912 12” 53,000 43,000 EN3-912 12” 80,600 64,500 EN4-912 12” 107,000 86,000 Weight Lbs. per Ft.) 40 1.5 - 3 .45 1.5 - 3 51 1.5 - 3 57 2.0 - 4 71 2.0 - 4˝ 83 2.0 - 4 1 14 2.5 - 5 1 27 2 5 - 5 1 39 2 5 - 5 Approximate (Bearing-Bearing) Nominal Body Width (Inches)* Grade 100 Alloy Chain Recommended for overhead lifting applications * Proof tested at 2 times Working Load Limit. Ultimate Load is 4 times the Working Load Limit. Chain Size Gr. 100 Drum Stock No. Feet Per Drum Material Size (in.) Working Load Limit (lbs.)* Maximum Inside Length (in.) (in.) (mm) 9/32(1/4)7273710500.2764300.87 5/168273729500.34357001.01 3/810273738500.39488001.23 1/213273747300.512150001.57 5/816273756200.630226001.93 3/420273858100.787353002.52 7/822273867100.866427002.77 126273876751.02597003.28
SESP Interface Area E.2 Crane Pick Page 29 of 48
SESP Interface Area E.2 Crane Pick Page 30 of 48
OTHER ATTACHMENTS
OEM Equipment Parts List (Tier 4)
Pre-Lift Checklist
Chain Sling Inspection Form
Inspections - Annual/ Quadrennial
Crane Safe Work Plan
MOP
AF4207
Title: Project: UCD Med Center
Notes: Notes:
Pre-Lift Checklist
Crane Operator: Name:
Signalperson Assigned: Name:
Communication Method:
Crane Inspected by Operator? Yes No
Rigging Inspected? Yes No
All Permits Obtained? Yes No
Are weather conditions OK? Yes No
Wind OK? Yes No
Are there Power Lines? Yes No
Is Operators Certification Card current? Yes No
Is area OK for entry and exit of jobsite? Yes No
Has a pre-lift meeting between operator, signalperson, supervisor, and any and all other persons occured? Yes No
Other Considerations:
https://www.3dliftplan.com/Print/PrintWorksheet.aspx
Date: 6/12/2023
Job Number:
6/12/23, 4:23 PM 3D Lift Plan
2/2
Supervisor:
Operator:
Client: Name:
N/A N/A N/A N/A
Signatures Engineer: Name: Signature: Date:
Name: Signature: Date:
Name: Signature: Date:
Signature: Date: Not for construction use For pre-planning only
CHAIN SLING INSPECTION FORM
(To be completed by the Competent Rigging Person)
INSPECTED BY ______________________
JOB # __________ DATE _______________
SLING SLING ID LOCATION ON JOB SIZE LENGTH REACH CONDITION CODE COMMENT ACTION 1 2 3 4 5 6 7 8 CONDITION ACCEPTABLE PRESENT AND SHOULD BE MONITORED EXCESSIVE INNER LINK WEAR A AM AX BENT LINK B BM BX STRETCHED CHAIN C CM CX GOUGES D DM DX HEAT DAMAGE E EM EX CUTS OR NICKS F FM FX CONDITION CODE CONDITION OF END FITTING G GM GX
Chain Sling Inspection Form
DATE: 6/1/23
JOB LOCATION: Ferma_UCD Med_Demo
Job Hazard Analysis
FOREMAN:
JOB NUMBER:
Crane Mobilization/Demobilization, Hoist and Place Components
TYPES OF AREA HAZARDS TO CONSIDER:
• Grit, dirt, etc. that could become airborne
• Dark areas/poor lighting
• Access problems (elevated, tight spots, bad footing)
• Pinch points
• Workers above, below or nearby
• Tripping hazards (hoses, trash, materials, etc.)
• Electrical shock potential
1. Mobilize crane on site
• Traffic
• Pedestrians/site workers
• Congested area
• Ground subsidence
• Overhead Power Lines
•
2. Assemble crane
• Weather (hot, windy, etc.)
• Ground conditions (slippery, eneven, etc.)
• Excessive Noise
• Leaks
• Cut/puncture hazards (jagged insulation, wire, etc.)
• Use of tools
• Utilize designated travel routes
• Hot surfaces (pipes, steam tracing, etc.)
• Head/body position
• Platform/scaffold issues
• Potential falling objects
• Poor ventilation
• Other
• Establish traffic controls; ensure traffic controls are implemented in accordance with approved traffic plan and MUTC;
• Barricade area or post spotters during crane movement/Hi-vis clothing
• Utilize spotters to prevent contact with fixed objects/crane damage
• Confirm ground conditions with controlling entity
• Ensure adequate clearance from overhead power lines
• Ground crane where required
• Pinch/crush hazard while setting outriggers and counterweights
• Ground subsidence
• Fall exposure/work at heights
• Heat Related Illness
• Barricade lift area, deny entry to unauthorized personnel
• Do not stand under live loads
• Utilize tag line to swing jib, keep personnel out of swing radius
• Utilize hand tools if necessary to pin jib
• Utilize spotter or direct visual observation while extending outriggers
• Identify and avoid pinch points while placing counterweight
• Utilize appropriate pads/mats, based on ground conditions, to support crane and load
• Utilize ladders/truck steps to access crane deck and trailers
• Comply with Bragg CHSP 107, Heat Illness Prevention; ensure adequate supplies of drinking water and access to shade; take cooldown breaks when necessary; remind employee to stay hydrated; report any symptoms of heat related illness immediately
3. Rig components for lifting/placement
• Rigging failure
• Crush hazard
• Property damage
• Vehicular traffic
• Inspect rigging before each use
• Barricade lift area/counterweight swing, deny entry to unauthorized personnel
• Utilize qualified rigger/signalman
• Ensure lifting appliances are fully engaged before lifting
• Configure and attach rigging per approved lift plan
• Wear Hi-Vis clothing, utilize spotters, be alert for moving equipment
²POTENTIAL
³REQUIRED CRITICAL
MITIGATE
¹JOB STEPS
HAZARDS
ACTIONS TO
HAZARDS
4. Lift and place components
• Rigging failure
• Crush hazard
• Property damage
• Ground subsidence
• Poor communication
• Inspect rigging before each use
• Barricade lift area, deny entry to unauthorized personnel
• Utilize qualified rigger/signalman
• Utilize tag lines to control load
• Identify lift director; lift director to signal cranes on dedicated radio channel or hard line; give direction in accordance with approved lift plan
5. Disassemble crane
• Pinch/crush hazard while setting outriggers or counterweights
• Ground subsidence
• Fall exposure/work at heights
• Heat Related Illness
• Do not stand under live loads
• Utilize tag line to swing jib, keep personnel out of swing radius
• Utilize hand tools if necessary to pin jib
• Utilize spotter or direct visual observation while retracting outriggers
• Identify and avoid pinch points while placing counterweight
• Utilize appropriate pads/mats, based on ground conditions, to support crane and load
• Utilize ladders/truck steps to access crane deck and trailers
6. De-mobilize crane
• Traffic
• Pedestrians/site workers
• Congested area
• Ground subsidence
• Utilize designated travel routes
• Establish traffic controls; ensure traffic controls are implemented in accordance with approved traffic plan and MUTC;
• Barricade area or post spotters during crane movement/Hi-vis clothing
• Utilize spotters to prevent contact with fixed objects/crane damage
7. Inclement Weather (wind)
• Crane collapse
• Boom failure
• Property damage
• All cranes in lift service shall be operated in accordance with manufacturer’s wind limitations, as indicated on the applicable load chart.
• Cranes will shut down with wind per manufacturer requirements and Bragg Policy
² A hazard is a potential danger. What can go wrong? How can someone get hurt? Consider, but do not limit, the analysis to: Contact - victim is struck by or strikes an object; Caught - victim is caught on, caught in or caught between objects; Fall - victim falls to ground or lower level (includes slips and trips); Exertion - excessive strain or stress / ergonomics / lifting techniques; Exposure - inhalation/skin hazards. Specify the hazards and do not limit the description to a single word such as "Caught"
³ Aligning with the first two columns, describe what actions or procedures are necessary to eliminate or minimize the hazards. Be clear, concise and specific. Use objective, observable and quantified terms. Avoid subjective general statements such as, "be careful" or "use as appropriate".
8. • • 9. • •
Review/Acknowledgment Date: ________________ Name Signature Name Signature