Crane Quote: Manitowoc 650V

NAOMI JEANETTE ROBINSON LOGISTICS GROUP        

1444 Jeffreys Road

Rocky Mount, NC 27804

Toll Free Phone# (844)415-3410

Office# (252)877-2108

Cell# (252)903-3751

Fax# (252)877-2117

Toll Free# (844)415-3410

njrtruckingllc@gmail.com 

https://www.njrtruckingllc.com 

Business Infographics 

NAOMI JEANETTE ROBINSON GROUP CONSTRUCTION DIVISION

Heavy General Contractor & Subcontractor to Torcon, Inc (Global Operations)

Highwire Member

Travel to Union and Union Countries - United States Allies 

Manitowoc, Caterpillar, John Deere, Paccar - Global Affiliations

President - Tariq Robinson

TORCON, Inc

Benedict J. Torcivia Jr.

Michael Hennebery, CHST

“Building Meaningful Projects That Makes a Fundamental Difference”

With Over 50 Years of Experience, We Take Pride in Building Important Projects, Not Just Big Building

Learn More About Torcon - https://www.torcon.com Base in Philadelphia, Pennsylvania

SERVICES:

At Risk Construction Management

General Contracting

Preconstruction Consulting 

Agency CM

Design / Build

Construction Division - 

HYDRAULIC ALL-TERRAIN CRANE SETUP ESTIMATE

MANITOWOC MLC-650 VPC-MAX (Assemble and Disassemble Requirements)

• 881,900 lbs. Counter Weight __881,900 lbs.__
• Luffing Jib Length __325’.__
• Main Boom Length __350’.__
• Beam Boom Length __130’__

MANITOWOC MLC-650 VPC-MAX (Shipping Requirements)

• Open Deck Trailer(s) Required Transporting Equipment & Supplies On-Site __66 Step Deck or Flatbed Trailers.__
• Open Deck Trailers Required for Transporting Equipment & Supplies Off-Site __66 Step Deck or Flatbed Trailers__

GROVE GMK 7550 All-Terrain Crane (Assembling & Disassembling Manitowoc MLC-650 VPC-Max Main Boom & Jib Hours)

• Assembling - __48 Hours.__
• Assembling Budget - __$194,064.96__

MANITOWOC MLC-650 VPC-MAX Estimate Number of Days to Start Planning to Assemble Crane On-Site (8 Hours Working Days / Not including Work Piece Lifting Days)

• Iron Workers (Assembling & Disassembling) Requirements __16 Days__
• Iron Workers Requirement - __3 Iron Workers__
• Iron Workers Budget - __$19,200.00__
• Operating Engineers Requirement - __3 Operating Engineers__
• Operating Engineers Budget - __$28,800.00__
• Overweight & Oversize Transport Permits Budget - __$28,800.00__
• Route Plan Budget - __$39,600.00__
• Structural Engineer Route Plan (Hours Requirements / # of Hours to plan, Document & Submit) - __48.00 Hours__
• Structural Engineer Route Plan Budget - __$12,800.00__
• Teamsters for Crane Assembly & Disassembly Requirements - __22 Teamsters__ 
• Teamsters for Crane Assembly & Disassembly Budget - __$140,800.00__ 
• Progressive Commercial Contractors Insurance (Setup Coverage) - __$8,000.00__ 

Tractor(s), Trailer(s) & Trucks Operating Expenses for Assembling and Disassembling Budget

• Naomi Jeanette Robinson Logistics Group (Brokering Division) Budget - __$192,000.00__
• Naomi Jeanette Robinson Logistics Group (Construction Division) Setup and Breakdown Budget - __$545,264.96__

Naomi Jeanette Robinson Logistics Group (Construction Division) Budget - __$4,259.88 Hourly Cost__ 

MANITOWOC MLC 650 VPC-MAX (Feet)

Rotating Bed Assembly 

Weight - 60.4 Tons

• Manitowoc MLC650 VPC-Max

Length - 44.92'

• Type of Trailer - Lowboy 
• Amount of Space Required - 100%
• Flatbed Service Required - 0.0 Trailers
• Step Deck Service Required - 0.0 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 44.92'

• Type of Trailer - Lowboy 
• Amount of Space Required - 100%
• Flatbed Service Required - 0.0 Trailers
• Step Deck Service Required - 0.0 Trailers
• Lowboy Service Required - 1.0 Trailers

Live Mast Assembly 

Weight - 9.9 Tons

• Manitowoc MLC650 VPC-Max

Length - 33.83'

• Type of Trailer - Flatbed 
• Space Required - 64%
• Weight Required - 45%

Amount of Trailer Required - 55% of Flatbed Space

• Flatbed Service Required - 0.55 Trailers
• Step Deck Service Required - 0.0 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 33.83'

• Type of Trailer - Flatbed 
• Space Required - 64%
• Weight Required - 45%

Amount of Trailer Required - 55% of Flatbed Space

• Flatbed Service Required - 0.55 Trailers
• Step Deck Service Required - 0.0 Trailers
• Lowboy Service Required - 1.0 Trailers

Right Crawler 

Weight - 25 Tons

• Manitowoc MLC650 VPC-Max

Length - 33.83'

• Type of Trailer - Step Deck 
• Space Required - 64%
• Weight Required - 100%

Amount of Trailer Required - 82% of Step Deck Space

• Flatbed Service Required - 0.55 Trailers
• Step Deck Service Required - 0.82 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 33.83'

• Type of Trailer - Step Deck 
• Space Required - 64%
• Weight Required - 100%

Amount of Trailer Required - 82% of Step Deck Space

• Flatbed Service Required - 0.55 Trailers
• Step Deck Service Required - 0.82 Trailers
• Lowboy Service Required - 1.0 Trailers

Left Crawler 

Weight - 25 Tons

• Manitowoc MLC650 VPC-Max

Length - 33.83'

• Type of Trailer - Step Deck 
• Space Required - 64%
• Weight Required - 100%

Amount of Trailer Required - 82% of Step Deck Space

• Flatbed Service Required - 0.55 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 33.83'

• Type of Trailer - Step Deck 
• Space Required - 64%
• Weight Required - 100%

Amount of Trailer Required - 82% of Step Deck Space

• Flatbed Service Required - 0.55 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Counter Weight Tray 

Weight - 13.45 Tons

• Manitowoc MLC650 VPC-Max

Length - 25.92'

• Type of Trailer - Flatbed
• Space Required - 49%
• Weight Required - 68%

Amount of Trailer Required - 59% of Flatbed Space

• Flatbed Service Required - 1.14 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 25.92'

• Type of Trailer - Flatbed
• Space Required - 49%
• Weight Required - 68%

Amount of Trailer Required - 59% of Flatbed Space

• Flatbed Service Required - 1.14 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Counter Weight Box 

Weight - 11 Tons

• Manitowoc MLC650 VPC-Max

Length - 7.83'

• Type of Trailer - Flatbed
• Space Required - 15%
• Weight Required - 55%

Amount of Trailer Required - 35% of Flatbed Space

• Flatbed Service Required - 1.49 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 7.83'

• Type of Trailer - Flatbed
• Space Required - 15%
• Weight Required - 55%

Amount of Trailer Required - 35% of Flatbed Space

• Flatbed Service Required - 1.49 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Boom Butt 

Weight - 18 Tons

• Manitowoc MLC650 VPC-Max

Length - 27.59'

• Type of Trailer - Flatbed
• Space Required - 53%
• Weight Required - 90%

Amount of Trailer Required - 35% of Flatbed Space

• Flatbed Service Required - 2.39 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 27.59'

• Type of Trailer - Flatbed
• Space Required - 53%
• Weight Required - 90%

Amount of Trailer Required - 35% of Flatbed Space

• Flatbed Service Required - 2.39 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Main Boom Heavy Insert 

Weight - 6.15 Tons

• Manitowoc MLC650 VPC-Max

Length - 40'

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 31%

Amount of Trailer Required - 54% of Flatbed Space

• Flatbed Service Required - 2.93 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 40'

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 31%

Amount of Trailer Required - 54% of Flatbed Space

• Flatbed Service Required - 2.93 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Main Boom Medium Insert 

Weight - 2.65 Tons

• Manitowoc MLC650 VPC-Max

Length - 20.3'

• Type of Trailer - Flatbed
• Space Required - 39%
• Weight Required - 14%

Amount of Trailer Required - 54% of Flatbed Space

• Flatbed Service Required - 3.2 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 20.3'

• Type of Trailer - Flatbed
• Space Required - 39%
• Weight Required - 14%

Amount of Trailer Required - 54% of Flatbed Space

• Flatbed Service Required - 3.2 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Main Boom Medium w/Equalizer 

Weight - 4.95 Tons

• Manitowoc MLC650 VPC-Max

Length - 40'

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 25%

Amount of Trailer Required - 51% of Flatbed Space

• Flatbed Service Required - 3.71 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 40'

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 25%

Amount of Trailer Required - 51% of Flatbed Space

• Flatbed Service Required - 3.71 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Main Boom Medium Insert 

Weight - 4.2 Tons

• Manitowoc MLC650 VPC-Max

Length - 40'

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 21%

Amount of Trailer Required - 49% of Flatbed Space

• Flatbed Service Required - 4.20 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 40'

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 21%

Amount of Trailer Required - 49% of Flatbed Space

• Flatbed Service Required - 4.20 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Main Boom Light Insert w/Suspension 

Weight - 4.2 Tons

• Manitowoc MLC650 VPC-Max

Length - 40'

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 21%

Amount of Trailer Required - 49% of Flatbed Space

• Flatbed Service Required - 4.69 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 40'

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 21%

Amount of Trailer Required - 49% of Flatbed Space

• Flatbed Service Required - 4.69 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Main Boom Light Insert 

Weight - 3.85 Tons

• Manitowoc MLC650 VPC-Max

Length - 40'

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 20%

Amount of Trailer Required - 48% of Flatbed Space

• Flatbed Service Required - 5.17 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 40'

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 20%

Amount of Trailer Required - 48% of Flatbed Space

• Flatbed Service Required - 5.17 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Boom Top 

Weight - 8.95 Tons

• Manitowoc MLC650 VPC-Max

Length - 36.09'

• Type of Trailer - Flatbed
• Space Required - 69%
• Weight Required - 45%

Amount of Trailer Required - 57% of Flatbed Space

• Flatbed Service Required - 5.74 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 36.09'

• Type of Trailer - Flatbed
• Space Required - 69%
• Weight Required - 45%

Amount of Trailer Required - 57% of Flatbed Space

• Flatbed Service Required - 5.74 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Luffing Jib Main Strut 

Weight - 3.65 Tons

• Manitowoc MLC650 VPC-Max

Length - 37.75'

• Type of Trailer - Flatbed
• Space Required - 72%
• Weight Required - 19%

Amount of Trailer Required - 46% of Flatbed Space

• Flatbed Service Required - 6.20 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 37.75'

• Type of Trailer - Flatbed
• Space Required - 72%
• Weight Required - 19%

Amount of Trailer Required - 46% of Flatbed Space

• Flatbed Service Required - 6.20 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Luffing Jib Strut 

Weight - 5.3 Tons

• Manitowoc MLC650 VPC-Max

Length - 41'

• Type of Trailer - Flatbed
• Space Required - 78%
• Weight Required - 27%

Amount of Trailer Required - 53% of Flatbed Space

• Flatbed Service Required - 6.73 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 41'

• Type of Trailer - Flatbed
• Space Required - 78%
• Weight Required - 27%

Amount of Trailer Required - 53% of Flatbed Space

• Flatbed Service Required - 6.73 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Luffing Jib insert 

Weight - 2.55 Tons

• Manitowoc MLC650 VPC-Max

Length - 39.6'

• Type of Trailer - Flatbed
• Space Required - 75%
• Weight Required - 13%

Amount of Trailer Required - 44% of Flatbed Space

• Flatbed Service Required - 7.17 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 39.6'

• Type of Trailer - Flatbed
• Space Required - 75%
• Weight Required - 13%

Amount of Trailer Required - 44% of Flatbed Space

• Flatbed Service Required - 7.17 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Luffing Jib Butt 

Weight - 3.55 Tons

• Manitowoc MLC650 VPC-Max

Length - 20.6'

• Type of Trailer - Flatbed
• Space Required - 39%
• Weight Required - 18%

Amount of Trailer Required - 29% of Flatbed Space

• Flatbed Service Required - 7.46 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 20.6'

• Type of Trailer - Flatbed
• Space Required - 39%
• Weight Required - 18%

Amount of Trailer Required - 29% of Flatbed Space

• Flatbed Service Required - 7.46 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Luffing Jib Top 

Weight - 5.85 Tons

• Manitowoc MLC650 VPC-Max

Length - 42.6'

• Type of Trailer - Flatbed
• Space Required - 81%
• Weight Required - 30%

Amount of Trailer Required - 56% of Flatbed Space

• Flatbed Service Required - 8,02 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 42.6'

• Type of Trailer - Flatbed
• Space Required - 81%
• Weight Required - 30%

Amount of Trailer Required - 56% of Flatbed Space

• Flatbed Service Required - 8,02 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Transition Insert 

Weight - 2.45 Tons

• Manitowoc MLC650 VPC-Max

Length - 20.3'

• Type of Trailer - Flatbed
• Space Required - 39%
• Weight Required - 13%

Amount of Trailer Required - 26% of Flatbed Space

• Flatbed Service Required - 8,28 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Length - 20.3'

• Type of Trailer - Flatbed
• Space Required - 39%
• Weight Required - 13%

Amount of Trailer Required - 26% of Flatbed Space

• Flatbed Service Required - 8,28 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Counter Weights 

Weight - 10 Tons Counter Weight Sections

• Manitowoc MLC650 VPC-Max - 440.95 Tons

386,200 lbs. (193.1 Tons)

20 - Pieces

(5) Trailers Required For Counter Weight 

Length - 120'

• Type of Trailer - Flatbed
• Space Required - 39%
• Weight Required - 13%

6.5 Trailers Space Required - 35% of Flatbed Space

6.5 Trailer Weight Required - 149% of Flatbed Space

• Flatbed Service Required - 10.12 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

881,900 lbs. (440.95 Tons)

44 - Pieces

(11) Trailers Required For Counter Weight 

Length - 264'

• Type of Trailer - Flatbed
• Space Required - 39%
• Weight Required - 13%

13.5 Trailers Space Required - 37% of Flatbed Space

13.5 Trailer Weight Required - 62% of Flatbed Space

• Flatbed Service Required - 12.95 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Luffing Jib Height 

Dimensions 

Main Jib Strut Dimensions - 37.75’ Length

• Total Feet - 208’

Jib Strut Dimensions - 41’ Length

• Total Feet - 41’

Jib Strut Insert Dimensions - 39.6’ Length

• Total Feet - 39.6’

Jib Butt Dimensions - 20.6’ Length

• Total Feet - 20.6’

Total Feet - 310’

• Luffing Jib Pieces - 9 Pieces 

Rigging 

Radius - 180’ Radius Lift

Luffing Jib - +60°

Jib Height - 236’ Top Sheaves

Max. Lift - 38,800 lbs.

Tail Swing Distance - 235.16’ From Top Sheave

Length - 310'

Weight - 114,300 lbs.

• Type of Trailer - Flatbed
• Space Required - 100%
• Weight Required - 58%

5 Trailers Space Required - 117% of Flatbed Space

5 Trailer Weight Required - 58% of Flatbed Space

• Flatbed Service Required - 11.87 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Total Feet - 325’

• Luffing Jib Pieces - 10 Pieces 

Rigging 

Radius - 200’ Radius Lift

Luffing Jib - +60°

Jib Height - 272’ Top Sheaves

Max. Lift - 107,600 lbs.

Tail Swing Distance - 269.59’ From Top Sheave

Length - 325'

Weight - 127,000 lbs.

• Type of Trailer - Flatbed
• Space Required - 100%
• Weight Required - 58%

5.5 Trailers Space Required - 112% of Flatbed Space

5.5 Trailer Weight Required - 58% of Flatbed Space

• Flatbed Service Required - 14.65 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Boom Height

Dimensions 

Main Boom w/Equalizer Dimensions - 40’ Length

• Total Feet - 40’

Main Boom Insert Dimensions - 40’ Length

• Total Feet - 200’

Main Boom Total Feet - 240’

Main Boom Pieces - 6 Pieces 

Jib & Boom Total Length - 550’

Assembly Instruction 

Boom - +85°

Radius - 20’

Tail Swing Distance - 60.16’ From Jib Connection

Length - 240'

Weight - 114,300 lbs.

• Type of Trailer - Flatbed
• Space Required - 75%
• Weight Required - 25%

4 Trailers Space Required - 91% of Flatbed Space

4 Trailer Weight Required - 38% of Flatbed Space

• Flatbed Service Required - 13.16 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Main Boom Total Feet - 350’

Main Boom Pieces - 6 Pieces 

Jib & Boom Total Length - 675’

Assembly Instruction 

Boom - +85°

Radius - 40’

Tail Swing Distance - 109.59’ From Jib Connection\

Length - 350'

Weight - 127,000 lbs.

• Type of Trailer - Flatbed
• Space Required - 75%
• Weight Required - 25%

7 Trailers Space Required - 95% of Flatbed Space

7 Trailer Weight Required - 46% of Flatbed Space

• Flatbed Service Required - 16.06 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Beam Height

Dimensions

• Manitowoc MLC650 VPC-Max - 130’
  • Total Section - 4

Beam Length - 110’

Main Boom Pieces - 3 Pieces 

Assembly Instruction 

Boom:  [-65°]

Radius: [-69.59’]

Beam Top to Top Sheave Distance - 235.16’ 

Length - 110'

Weight - 114,300 lbs.

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 54%

3 Trailers Space Required - 70% of Flatbed Space

3 Trailer Weight Required - 96% of Flatbed Space

• Flatbed Service Required - 14.82 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Beam Length - 130’

Main Boom Pieces - 4 Pieces 

Assembly Instruction 

Boom:  [-65°]

Radius: [-70’]

Beam Top to Top Sheave Distance - 269.59’ 

Length - 130'

Weight - 152,400 lbs.

• Type of Trailer - Flatbed
• Space Required - 76%
• Weight Required - 54%

3.5 Trailers Space Required - 71% of Flatbed Space

3.5 Trailer Weight Required - 1,09% of Flatbed Space

• Flatbed Service Required - 17.86 Trailers
• Step Deck Service Required - 1.64 Trailers
• Lowboy Service Required - 1.0 Trailers

Open Decks Trailers Required For Assembly & Disassembly

Trailer Loads for Assembly - 40

Trailers Loads For Disassembly - 40

Total Trailers Required - 80

• Flatbed Service Required - 15 Trailers
• Step Deck Service Required - 2 Trailers
• Lowboy Service Required - 1.0 Trailers

Total Round Trips - 2.2 Round Trips Per Owner Operator

Trailer Loads for Assembly - 66

Trailers Loads For Disassembly - 66

Total Trailers Required - 132

• Flatbed Service Required - 18 Trailers
• Step Deck Service Required - 2 Trailers
• Lowboy Service Required - 1.0 Trailers

Total Round Trips - 3.2 Round Trips Per Owner Operator

CRAWLER CRANE WINCH SPECIFICATION

Manitowoc MLC 300 VPC-Max Lattice Boom Crawler Crane Winch Drum Type - Groove (Fleet Angle)

1. Groove Drum = 12 
   1. Fleet Angle 5° Angle

Crawler Winch Size

1. Dimensions - 48” Length
2. (22) Winch Drum ÷ 2 x (5°)Fleet Angle = 120” Away from Lead Sheaves

Lead Sheave

1. (48”) Winch Drum ÷ 2 x (5°)Fleet Angle = 120” Away from Lead Sheaves
2. Sheaves - 7
   1. Lead Sheaves - 1
   2. Purchase Sheaves
      1. Top - 3
      2. Bottom - 3
   3. Picket Load
      1. Load (16.64 -Tons.) ÷ 6 Purchase Sheaves = 2.78 Tons Picket Load

Purchased Sheaved (Top & Bottom)

1. Sheaves - 7
   1. Lead Sheaves - 1
   2. Purchase Sheaves
      1. Top - 3
      2. Bottom - 3
2. Picket Load
   1. Load (16.64 -Tons.) ÷ 6 Purchase Sheaves = 2.78 Tons Picket Load
3. Friction
   1. Addition 5% of Weight 
4. Lead Line
   1. Picket Load (2.78 Tons x Total Sheaves (7) ÷ 20 + Picket Load (2.78 Tons) = 3.76 Tons

Round Strand 6 x 24 Fibre Core (6x24 [15/9/F])

1. Lead Line
   1. Picket Load (2.78 Tons x Total Sheaves (7) ÷ 20 + Picket Load (2.78 Tons) = 3.76 Tons
2. Round Strand
   1. Rope Diameter - 1½” 
   2. Min. Breaking Strength -184,000 lbs.
   3. Safe Load - 36,800 lbs.
   4. Weight - 3.78 lbs. Per Foot

Head Sling

1. Lead Line
   1. Picket Load (2.78 Tons x Total Sheaves (7) ÷ 20 + Picket Load (2.78 Tons) = 3.76 Tons
2. Round Strand
   1. Rope Diameter - 1½” 
   2. Min. Breaking Strength -184,000 lbs.
   3. Safe Load - 36,800 lbs.
   4. Weight - 3.78 lbs. Per Foot
3. Head Sling
   1. Lead Line (3.76 Tons + Load (16.64 Tons) = 20.4 Tons

Load in Lead Sheave

1. Lead Line
   1. Picket Load (2.78 Tons x Total Sheaves (7) ÷ 20 + Picket Load (2.78 Tons) = 3.76 Tons
2. Round Strand
   1. Rope Diameter - 1½” 
   2. Min. Breaking Strength -184,000 lbs.
   3. Safe Load - 36,800 lbs.
   4. Weight - 3.78 lbs. Per Foot
3. Head Sling
   1. Lead Line (3.76 Tons + Load (16.64 Ton) = 20.4 Tons
4. Angle Factor
   1. 20.4 Tons (Lead Line) x 1.23 (60° Angle Factor) = 25.10 Tons 

JOB

Wind Turbine

BUILDING EXTERIOR MAX SPECS

Height (Above Ground / Building) - 262’ 

Depth (Below Ground / Parking Garage) - 138’

Width - 156’ 

BUILDING INTERIOR SPECS

Floors - 0

Square Feet - 24,336 Sq. Feet

Average Room Size - 24’L x 24’W x 12’H

Max. Amount of Rooms - 882 Rooms

BUILDING RESIDENCE

N/a

AVERAGE SPACE PER RESIDENCE

# of Residence - 0 Residence

Average Amount of Space - 36,504 Average Space

Average Amount of Rooms Each - 63 Rooms

Amount of Occupancy per Resident - 7,300 People per Resident

BUILDING FOUNDATIONS DEPTH

88’ Depth on Each Building Corner

(4) 39’ Length x 39’ Width x 88’ Depth

Cubic Yards of Concrete - 19,832 Cubic Yards of Concrete for Building Footing

Clean Stones Under Concrete in Water Table = 2’ 

Tonnage of Clean Stones - 811.2 Tons

BUILDING SWAY AMOUNT

1’ of Movement at Top

1/16” at Ground Level

BUILDING STRUCTURE FROM BOTTOM TO TOP

(Cut back on Wind Force with Pyramid Shape)

Top of Building Circumference (At 350’ Above  Parking Garage Floor) - 104’ L x 104’ W

Middle of Building Circumference (At 262’ Above Parking Garage Floor) - 130’ L x 130’ W

Ground Level of Building Circumference (At 174’ Above Parking Garage Floor) 156’ L x 156’ W

Parking Garage Floor of Building Circumference - (At 138’ Below Ground Level) 184’ L x 184’ W

CRANE SET UP LOCATION

Manitowoc MLC300 VPC Max Crawler Crane

• Center of Parking Garage Floor - 92’ Center State
  • Crane Setup Location - Crawlers 10’ from Building Exterior Walls
  • Offset Jib  Adjustment to - 40°
  • Reason for Adjustment - The back wall of the building has a 194’ Radius Need 4’ Radius to fabricated Steel and lay concrete
• Center of Building Floor at Ground Level - 78’ Center Stake
  • Crane Setup Location - Crawlers 102’ from Center Stake
  • Offset Jib  Adjustment to - 20°
  • The Height of Building @ Center Stake - Ground Zero / No Elevation Above Lead Sheave
  • Reason for Adjustment - The back wall of the building has a 180’ Radius. Maintain the 20° 
• Center of Middle Circumference - 65’ Center Stake
  • Crane Setup Location - Crawlers 102’ from Center Stake
  • Offset Jib  Adjustment to - 20°
  • The Height of Building @ Center Stake - 124’ Above Ground Level
  • The Main Boom Distance Away From Building @ Current Setup of 70° - 17’ Distance off Building
  • Reason for Adjustment - The back wall of the building has a 180’ Radius. Maintain the 20° Jib Offset 
• Center of Building at Rooftop Circumference - 52’ Center Stake
  • Crane Setup Location - Crawlers 102’ from Center Stake
  • Offset Jib  Adjustment to - 20°
  • The Height of Building @ Center Stake - 212’ Above Ground Level
  • The Main Boom Distance Away From Building @ Current Setup of 70° - 20’ Distance off Building
  • Reason for Adjustment - The back wall of the building has a 154’ Radius. Maintain the 20° Jib Offset
  • Center of Middle Circumference - 65’ Center Stake
• Crawler Tracks Placement 
  • Parking Garage Floor of Building Center Stake
    • +6° to -6° (Center Cross Stakes)
    • 76.08’ From Corner of Building
    • 10’ From Building Wall
    • 102’ from Center Stake
  • Ground Level of Building Center Stake
    • +8° to -8° (Center Cross Stakes)
    • 62.08’ From Corner of Building
    • 10’ From Building Wall
    • 102’ from Center Stake

HELIPAD ON TOP OF BUILDING DESIGN

Manitowoc MLC300 VPC-Max Crawler Crane 

Lifting Capacity - 18.6-Tons (37,200 lbs.)

1. I-Beams Weight - 26,460 lbs.
2. Cross Beam Weight - 19,385 lbs.
3. Support Hanging Cross Beams Weight - 13,614 lbs.
4. Steel Plates Weight - 9,786 lbs.
5. Glass Curtain Wall Weight - 376 lbs.

BigFoot Crane C-200N Concrete Bucket 

1. Cubic Yards Capacity - 2.6 Cubic Yards
2. Payload Capacity - 11,464 lbs.
3. Max. Weight - 12,436 lbs.

50 Ton Spreader Bar

1. Width - 20’
2. Weight - 1,050 lbs.

Crosby Bolt Type Wide Body Shackle 500-Ton Capacity

1. Mouth Width - 9.84”
2. Amount - 4 Total
3. Weight - 5,760 lbs.

Radius Capacity - 190’ Radius

Main Boom Degrees - 70° 

Jib Offset Degrees - 20°

Max. Lift - 33,270 lbs.

FOUR HELIPAD ON ROOF

Off all 4-Sides of Building

Rooftop Dimension - 104’L x 104’W

Triple Bullet Proof Glass Fencing Around Each Helipad 

• Prevent Children and Cross Wind in landing Helicopter and Blowing people off the Pad
• Height - 5’ 
• Width - 6”
• Total Length - 1,120’
  • Length Around Each Helipad - 280

I Beams

1. Overall Length - 204’
2. Overall Width - 18”
3. Overall Height - 3’
4. Thickness - 3”
5. Spacing Apart - 13’
6. Amount of Beams - 16
7. I Beams Weight
8. Total Weight - 423,360 lbs.
9. Weight Per Beam - 26,460 lbs. 

I Beams Sections Specs 

1. Total Amount of Sections - 32
2. Amount of Sections in a Beam - 4

Cross Beams

1. Overall Length - 92’
2. Overall Width - 18”
3. Overall Height - 3’
4. Thickness - 3”
5. Spacing Apart - 18”
6. Amount of Cross Beams - 136

Cross Beams Weight

1. Total Weight - 1,646,824 lbs.
2. Weight Per Cross Beam - 12,109 lbs.

Cross Beams Section Specs

1. Total Amount of Sections - 272
2. Amount of Sections in a Cross Beam - 2

Support Hanging I Beams

1. Connects to Building Corner Beam
2. Overall Length - 150’
3. Overall Width - 18”
4. Overall Height - 3’
5. Thickness - 3”
6. Spacing Apart - 90’
7. Amount of Supporting I Beams - 8
8. Support I-Beams Weight 
   1. Total Weight of Supporting I Beams - 155,080 lbs.
   2. Weight Per Support I Beam - 19,385 lbs.

Support I-Beams Sections Specs

1. Total Amount of Sections - 24
2. Sections in a Support I Beam - 3

Support Hanging Cross Beams 

1. Connects to Hanging I Beams
   1. One at Top Helipad
   2. One 37.5’ From Top
   3. One at 37.5’ From Bottom
   4. One at 5’ Away from Building
2. Overall Length - 104’
3. Overall Width - 18”
4. Overall Height - 3’
5. Thickness - 3”
6. Spacing Apart - 37.5’
7. Amount of Supporting Cross Beams - 16
8. Supporting Cross Beams Weight 
   1. Total Weight - 217,824 lbs.
   2. Weight Per Support Cross Beam - 13,614 lbs.

Steel Plates (30’L x 9’W x 6”)

1. Counter Weight for the Overhanging Steel to support Bell 525 Relentless Helicopter (20,000 lbs.) or any helicopter in its class on all four sides
   1. Supports Pool on Top with Glass Enclosure
   2. 60’L x 60’W Total Counterweight area
   3. Sits on top of Steel I Beams as Counterweight for the 50’ Overhang on all 4-Sides
   4. Plates are Welded together and spot welded to Main I Beams and Cross Beams
2. Overall Length - 30’ 
3. Overall Width - 9’
4. Overall Thickness - 6”
5. Amount of Steel Plate - 27
6. Weight of Steel Plates
   1. Total Weight - 264,222 lbs.
   2. Weight Per Steel Plate - 9,786 lbs.

Lumber Spacers (2” x 4” x 10’)

1. Helipad - 50’ L x 104’W x 4”D
2. Location under rebar for concrete strength
3. Spacing - 0.75” off the metal floor decking to lift rebar off the decking
4. Amount of Spacers
   1. Total Amount of Spacers - 20,800
   2. Amount of Spacers per Helipad - 5,200 
   3. Total Amount of Lumber - 132
      1. Lumber Per Helipad - 33

Metal Floor Decking - 10’ L x 3’W x 1.5” D

1. Helipad - 50’L x 104’W
   1. Total Amount - 4
2. Total Amount Metal Decking - 700
   1. Amount Per Helipad - 175

Rebar (2 ¼”)

1. Helipad - 50’L x 104’W
2. Total Feet - 20,800’
   1. Feet Per Helipad - 5,200’

Concrete (4”)

1. Helipad - 50’L x 104’W
2. Total Cubic Yards - 256 Cubic Yards
   1. Cubic Yards Per Helipad - 64 cu. yards

Space Between Steel Plate and Building Edge

1. Overall Length Around Building - 416’
   1. Each Side - 104’
2. Overall Width - 15’
3. Glass Panel Roof
   1. Overall Length - 360’ 
   2. Overall Width - 15’ 
      1. Length Per Side - 90’
4. Elevator
   1. Two Sides Elevator
      1. One Side to Helipad
      2. One Side to Roof Enclosure Pool
   2. Length 12’2”’L x 14’W x 9’H

GLASS CURTAIN WALL INSULATED AND TINTED

GLASS CURTAIN WALL 

1. Style
   1. Stick Curtain Wall Glass
2. Tinted
   1. 3M Sun Control Window Film
   2. PR20X
   3. Visible Light Transmitted - 21%
   4. Solar Heat Gain Coefficient - 0.34
   5. U Value - 1.02
   6. Total Solar Energy Rejected - 0.62
3. Specs
   1. Height - 10’6”
   2. Width - 3’7”
   3. Depth - 1”
   4. Square Feet Per Panel - 37.6 Sq. Feet
4. Weight
   1. 10 lbs. Per Square Foot
   2. Panel Sq. Feet - 37.6
   3. Panel Weight - 376 lbs. Each 
   4. Total Weight - 1,552,128 lbs.
      1. Per Side - 388,032 lbs.
5. Amount
   1. Building Height - 252’
   2. Building Width - 156’
   3. # of Sides - 4
   4. Square Feet 
      1. Total Sq. Feet - 157,248 Sq. Ft.
      2. Sq. Feet Per Side - 39,312 Sq. Ft.
      3. Total Amount - 4,128
         1. Amount Per Side - 1,032

JOB TYPE

Precast concrete parking garage pieces can vary significantly in weight, with maximum piece weights reaching 82,000 lbs. Individual pieces can also be much lighter, such as concrete parking stops at 185-275 lbs. The weight of a precast piece depends on its size, thickness, and intended use within the garage. 

Maximum Piece Weight:
One precast piece weighed a maximum of 82,000 lbs. 

Precast Concrete Walls Weighs 18 pounds per square foot. A 1.5" thick panel 

ROCKY MOUNT TRAVEL CENTER PRECAST PARKING GARAGE

1. Levels - 8 + Rooftop
2. Dimensions - 240’  Length x 240’ Width x 144’ Height 
3. Columns:
   1. Dimensions - 24" x 24" x 36’,. 
4. Spandrel Beams:
   1. 76” deep x 60’ Length  x 8” web thickness. 
5. Double Tees:
   1. Primary floor elements, spanning between columns and walls. 5” thickness for fire resistance and to support concentrated loads. 
6. Ramp Walls:
   1. Part of the lateral load-resisting system, these walls are placed parallel to the ramps and may feature corbels to support double tees. 
7. Clearances:
   1. Overhead clearance heights 8 feet 5 inches (102”) to 32.5’ (390”) 

CRANES

2025 Manitowoc MLC 650 VPC-Max Lattice Boom Crawler Crane

• Max. Capacity: 772 Tons
• Fixed Jib Length: 137.8’
• Luffing Jib Length: 334.6’
• Main Boom Length Lattice: 479’
• Tracks Length: 36’5”
• Overall Operation Length: 45’
• Overall Operation Width: 32’3”

Lifting Capacity - 18.6-Tons (37,200 lbs.)

1. Precast Columns (2’x2’x36’) Weight - 21,333 lbs.
2. Spandrel Beam (60’x6.3’x0.6’)  Weight - 33,600 lbs.
3. Double Tees (60’x10’x0.42’) Weight - 37,333 lbs.
4. Ramp Walls (40’x14’x0.83’) Weight - 68,860 lbs.
5. Caterpillar 2000 kw Generator Weight - 35,000 lbs.
6. 100-Ton HVAC Air Cooled Chiller Weight  - 10,723 lbs. 

BigFoot Crane C-200N Concrete Bucket 

1. Cubic Yards Capacity - 2.6 Cubic Yards
2. Payload Capacity - 11,464 lbs.
3. Max. Weight - 12,436 lbs.

50 Ton Spreader Bar

1. Amount - 3
2. Width - 20’
3. Weight - 3,150 lbs.

Crosby Bolt Type Wide Body Shackle 500-Ton Capacity

1. Mouth Width - 9.84”
2. Amount - 11 Total
3. Weight - 15,840 lbs.

Radius Capacity - 190’ Radius

Main Boom Degrees - 70° 

Jib Offset Degrees - 20°

Max. Lift - 87,850 lbs. (43.93 Tons)

CRAWLER CRANE WINCH SPECIFICATION

Manitowoc MLC 650 VPC-Max Lattice Boom Crawler Crane Winch Drum Type - Groove (Fleet Angle)

1. Groove Drum = 12 
   1. Fleet Angle 5° Angle

Crawler Winch Size

1. Dimensions - 48” Length
2. (22) Winch Drum ÷ 2 x (5°)Fleet Angle = 120” Away from Lead Sheaves

Lead Sheave

1. (48”) Winch Drum ÷ 2 x (5°)Fleet Angle = 120” Away from Lead Sheaves
2. Sheaves - 7
   1. Lead Sheaves - 1
   2. Purchase Sheaves
      1. Top - 3
      2. Bottom - 3
   3. Picket Load
      1. Load (16.64 -Tons.) ÷ 6 Purchase Sheaves = 2.78 Tons Picket Load

Purchased Sheaved (Top & Bottom)

1. Sheaves - 20
   1. Lead Sheaves - 1
   2. Purchase Sheaves
      1. Top - 10
      2. Bottom - 10
2. Picket Load
   1. Load (43.93 -Tons.) ÷ 20 Purchase Sheaves = 2.20 Tons Picket Load
3. Friction
   1. Addition 5% of Weight 
4. Lead Line
   1. Picket Load (2.20 Tons x Total Sheaves (21) ÷ 20 + Picket Load (43 Tons) = 45.31 Tons

Round Strand 6 x 24 Fibre Core (6x24 [15/9/F])

1. Lead Line
   1. Picket Load (2.20 Tons x Total Sheaves (21) ÷ 20 + Picket Load (43.93 Tons) = 46.24 Tons
2. Round Strand
   1. Rope Diameter - 2” 
   2. Min. Breaking Strength -320,000 lbs.
   3. Safe Load - 64,000 lbs.
   4. Weight - 6.72 lbs. Per Foot

Head Sling

1. Lead Line
   1. Picket Load (2.20 Tons x Total Sheaves (21) ÷ 20 + Picket Load (43.93 Tons) = 46.24 Tons
2. Round Strand
   1. Rope Diameter - 2” 
   2. Min. Breaking Strength -320,000 lbs.
   3. Safe Load - 64,000 lbs.
   4. Weight - 6.72 lbs. Per Foot
3. Head Sling
   1. Lead Line (46.24 Tons + Load (43.93 Tons) = 90.17 Tons

Load in Lead Sheave

1. Lead Line
   1. Picket Load (46.24 Tons x Total Sheaves (21) ÷ 20 + Picket Load (43.93 Tons) = 46.24 Tons
2. Round Strand
   1. Rope Diameter - 2” 
   2. Min. Breaking Strength -320,000 lbs.
   3. Safe Load - 64,000 lbs.
   4. Weight - 6.72 lbs. Per Foot
3. Head Sling
   1. Lead Line (46.24 Tons + Load (43.93 Ton) = 90.17 Tons
4. Angle Factor
   1. 90.17 Tons (Lead Line) x 1.23 (60° Angle Factor) = 110.91 Tons

   
   

JOB

Amtrak and Greyhound Travel Center in Rocky Mount, NC

PARKING GARAGE EXTERIOR MAX SPECS

• 8 Levels + Rooftop
• Lift Ranges from 2,592 lbs to 86,000 lbs.

Train Ground Level 240’ Length x 240’ Width x 32” Height

1. Amtrak (Silver Star)
2. Amtrak (Silver Meteor)
3. Amtrak (Carolinian)
4. NCDOT (In State Train)

Bus 1st Level (240’ Length x 240’ Width x 32’ Height)

1. Greyhound Bus Tours
2. Tar River Transit Bus Tours
3. Cummins Engine Plant Bus Tours
4. Bridgestone Tires Plant Bus Tours
5. Pfizer Pharmaceutical Plant Bus Tours

Park-n-Ride 2nd Level (240’ Length x 240’ Width x 8.5’ Height

1. Amtrak Commuters 

Park-n-Ride 3rd Level (240’ Length x 240’ Width x 8.5’ Height

1. Greyhound Commuters
2. Tar River Transit Commuters

Park-n-Ride 4th Level (240’ Length x 240’ Width x 8.5’ Height

1. Daily Parking Pass Commuters

Park-n-Ride 5th Level (240’ Length x 240’ Width x 8.5’ Height

1. Weekly Parking Pass Commuters

Park-n-Ride 6th Level (240’ Length x 240’ Width x 8.5’ Height

1. Monthly Parking Pass Commuters

Park-n-Ride 7th Level (240’ Length x 240’ Width x 8.5’ Height

1. Long-Term Amtrak Parking
2. Long-Term NCDOT Train Commuters 
3. Long-Term Greyhound Commuters

Rooftop (240’ Length x 240’ Width)

1. Amtrak Police Substation
2. Rocky Mount Police Substation
3. Channel 11 Raleigh New Station Weather Satellites and Substation

PARKING GARAGE INTERIOR SPECS

Floors - 8 Floors 

Square Feet - 57,600 Sq. Feet (per floor)

Amount of Clients - 9

CLIENTS

Bridestone

Pfizer

Cummins

Amtrak Police

Rocky Mount Police 

Amtrak

Greyhound

Tar River Transit

Channel 11 Raleigh News Station

AVERAGE SPACE PER CLIENT

# of Clients - 9 Clients

Average Amount of Space - 57,600 Sq. Feet Average Space

PARKING GARAGE CAPACITY 

Parking Garage Capacity - 1,152 Vehicles 

# of Parking Garages Levels - 8 + Rooftop Levels

GARAGE FOUNDATIONS DEPTH

48’ Depth on Each Garage Corner

(384) 4’ Length x 4’ Width x 48’ Depth

Cubic Yards of Concrete - 28.4 Cubic Yards Each / Total of 10,923 Cubic Yards Total Concrete for Garage Footing

Clean Stones Under Concrete in Water Table = 2’ 

Tonnage of Clean Stones - 819 Tons

GARAGE SWAY AMOUNT

14’ of Movement allowed at top 

1/32” at Ground Level

CRANE SET UP LOCATION

NOTE:

The Crane Can’t Set up until Parking Garage is set due to Wacker Neuson RTLX-SC3 Remote’ Control Roller. The remote is only accurate for 65’ Range. 

Potain MRH 175 Tower Crane

Center of Build - 67.5’ 

Off Building Pad - 22.5’ 

Tower Crane Height (After Erecting) - 2,700’

Tower Crane Anchor Footing - 6’ L x 6’ W x 19’

Concrete - 25 Cubic Yards

2025 Manitowoc MLC 650 VPC-Max Lattice Boom Crawler Crane

(N.J.R. Logistics Group Construction Division)

2025 Manitowoc MLC 300 VPC Lattice Boom Crawler Crane

(N.J.R. Logistics Group Construction Division)

Equipment

• 2025 Manitowoc MLC 300 VPC-Max Lattice Boom Crawler Crane
  • Max. Capacity: 330 Tons
  • Fixed Jib Length: 137.8’
  • Luffing Jib Length: 315’
  • Main Boom Length Lattice: 393.7’
  • Tracks Length: 31’10”
  • Overall Operation Length: 38’
  • Overall Operation Width: 26’2”
  • https://www.manitowoc.com/manitowoc/lattice-boom-crawler-cranes/mlc300-vpc-max#:~:text=MLC300%20%2D%20Imperial%20%7C%20Product%20Guide%20%7C%20EN%20%7C%20pdf%20%7C%207.96%20MB 
• 2025 Manitowoc MLC 650 VPC-Max Lattice Boom Crawler Crane
  • Max. Capacity: 772 Tons
  • Fixed Jib Length: 137.8’
  • Luffing Jib Length: 334.6’
  • Main Boom Length Lattice: 479’
  • Tracks Length: 36’5”
  • Overall Operation Length: 45’
  • Overall Operation Width: 32’3”
  • https://www.manitowoc.com/manitowoc/lattice-boom-crawler-cranes/mlc650-vpc-max#:~:text=MLC650%2D%20Imperial%20%7C%20Product%20Guide%20%7C%20EN%20%7C%20pdf%20%7C%2019.56%20MB