450-TON SUBSEA BOP STACKS • 18-3/4" 15,000 PSI • API SPEC 16D • 32-AXLE PERIMETER

450-Ton 15,000-PSI Subsea BOP Stack Transport Manual

Engineering protocol for moving massive deepwater blowout preventer stacks: ram cavity depressurization, accumulator bank lockouts, perimeter frame drop-deck equalization, and Louisiana DOTD / Texas TxDOT superload compliance.

Total Assembly Mass
450 Tons
Lower Marine Riser + BOP Stack
Working Pressure Rating
15,000 PSI
API 16A / 16D Compliant
Transporter Axle Lines
32 Axles
Dual-Lane Hydraulic Suspension
Max Loaded Height
24.5 Feet
Utility Bucket Escort Required

Subsea BOP Stack Transit Directives

01

Pressure Bleed-Down & Hydraulic Control System Lockout (API 16D)

ZERO STORED ENERGY

Prior to release from the subsea yard test stump, all shear, blind, and pipe ram cavities must be completely depressurized and verified at 0 psig with calibrated test gauges. Accumulator bottles (holding 3,000 to 5,000 psi precharge nitrogen) must be isolated with mechanical lockout tags and hydraulic circuit return valves pinned open to prevent accidental ram activation under road vibration.

Ram Cavity Pressure: 0.0 psig Double Block & Bleed
Accumulator Status: Isolated & Tagged Out
Wellhead Connector: Mechanical Lock Wedges Engaged
02

32-Axle Dual-Lane Perimeter Frame & Drop-Deck Equalization

AXLE LOAD ≤ 18,000 LBS

Because of the BOP stack's towering 32-foot height and 450-ton concentrated weight, conventional flatbed multi-axle trailers cannot clear overhead highway structures. A dual-lane perimeter drop-deck trailer suspended between dual hydraulic steering bogies cradles the stack within 12 inches of ground clearance, spreading loads across 32 axles to satisfy bridge formula limits.

Perimeter Deck Width: 18' 0" Dual-Lane Footprint
Road Clearance: 12 to 18 inches Adjustable
Hydraulic Equalization: 4-Circuit Independent Leveling
03

Dynamic Center-of-Gravity (CoG) & Cross-Camber Overturning Limits

TIPPING FACTOR ≥ 2.5:1

With an elevated center of gravity (typically 11.5 feet above the trailer deck), route gradients and highway banking represent critical rollover risks. Convoys must maintain transit speed below 15 mph on curves and engage hydraulic transverse suspension stabilization on crowned two-lane Louisiana parish highways.

Vertical CoG from Deck: 11.4 ft (3.47 m)
Max Allowable Cross-Slope: ≤ 4.0% Road Camber
Max Cornering Speed: 12 mph Superload Limit
04

Quayside Roll-On/Roll-Off (Ro-Ro) Barge & Heavy Crane Load-Out Interface

PORT FOURCHON & HOUSTON SHIP CHANNEL

Upon arrival at deepwater quayside terminals (such as Port Fourchon Slip C or Houston Galena Park), load-out onto heavy deck barges or offshore construction vessels (OCVs) is coordinated. Dual-crane tandem lifts or SPMT drive-on operations utilize steel spreader mats distributing dock ground pressure below 3,500 psf.

Quayside Bearing Pressure: ≤ 3,250 psf with Timber Mats
Vessel Sea-Fastening: ABS Certified D-Rings & Turnbuckles
Tide Slack Window: ±1.0 hr High Slack Water
Exspeedite Offshore Energy Heavy Haul

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