Tables - ufc_4_159

Figures - ufc_4_159_020008

Chapter 1 Introduction - ufc_4_159_020010

Engineering and Design of Military Ports - index
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7

TM 5-850-1

FIGURES

Paragraph

Page

Single and Double Bitt Bollards ............................................................................................................................................................... 10-1

10-1

Plan and Elevation Views of a Corner Mooring Post................................................................................................................................ 10-2

10-2

Plan and Elevation Views of an Open Wide-Base Cleat.......................................................................................................................... 10-3

10-2

Typical Chocks........................................................................................................................................................................................ 10-4

10-3

Typical Pad Eye....................................................................................................................................................................................... 10-5

10-3

Typical Power Capstan............................................................................................................................................................................ 10-6

10-4

Typical Releasing Hook........................................................................................................................................................................... 10-7

10-4

Typical Layout of Mooring Devices .......................................................................................................................................................... 10-8

10-5

Typical Water-Supply Connection in Deck of Pier................................................................................................................................... 11-1

11-2

Burton System......................................................................................................................................................................................... 12-1

12-4

Typical Heavy Duty, Rubber-Tired Gantry Crane .................................................................................................................................... 12-2

12-5

Typical Rail-Mounted Gantry Crane ........................................................................................................................................................ 12-3

12-6

Fixed Derrick ........................................................................................................................................................................................... 12-4

12-7

Container Off-Loading Through the use of Crawler-Mounted Cranes ..................................................................................................... 12-5

12-8

Crane Capacities..................................................................................................................................................................................... 12-6

12-9

Recommended Container Storage and Marshaling Area......................................................................................................................... 13-1

13-3

LARC LX ................................................................................................................................................................................................... B-1

B-8

Shoremaster.............................................................................................................................................................................................. B-2

B-8

Clark 512................................................................................................................................................................................................... B-3

B-9

Belotti B67b ............................................................................................................................................................................................... B-4

B-9

Hyster H620B............................................................................................................................................................................................ B-5

B-10

LeTro-Porter 2582 ..................................................................................................................................................................................... B-6

B-11

Lancer 3500 .............................................................................................................................................................................................. B-7

B-11

Travelift CH 1150 ...................................................................................................................................................................................... B-8

B-12

P&H 6250-TC ........................................................................................................................................................................................... B-9

B-13

LeTro Crane GC-500 .............................................................................................................................................................................. B-10

B-14

M52 Tractor-Trailer ................................................................................................................................................................................. B-11

B-15

CBR Required for Operation of Aircraft on Unsurfaced Soils ................................................................................................................. B-12

B-16

Flexible Pavement Design Curves for LARC LX (amphibian).................................................................................................................. B-13

B-17

Flexible Pavement Design Curves for Shoremaster (straddle carrier) ..................................................................................................... B-14

B-18

Flexible Pavement Design Curves for Clark 512 (straddle carrier) .......................................................................................................... B-15

B-19

Flexible Pavement Design Curves for Belotti B67b (straddle carrier) ...................................................................................................... B-16

B-20

Flexible Pavement Design Curves for Hyster H620B (front-loading forklift) ............................................................................................ B-17

B-21

Flexible Pavement Design Curves for LeTro-Porter 2582 (front-loading forklift)...................................................................................... B-18

B-22

Flexible Pavement Design Curves for Lancer 3500 (sideloading forklift)................................................................................................. B-19

B-23

Flexible Pavement Design Curves for Travelift CH 1150 (yard gantry).................................................................................................... B-20

B-24

Flexible Pavement Design Curves for P&H 6250-TC (mobile crane) ...................................................................................................... B-21

B-25

Flexible Pavement Design Curves for LeTro Crane GC-500 (mobile gantry crane) ................................................................................ B-22

B-26

Flexible Pavement Design Curves for M52 Tractor and Trailer (truck-trailer combination)...................................................................... B-23

B-27

TABLES

Diameter of Berth (in Yards) Using Ship's Anchor and Chain ................................................................................................................... 2-1

2-3

Diameter of Berth (in Yards) Using Standard Fleet Moorings, Telephone Buoy........................................................................................ 2-2

2-4

Diameter of Birth (in Yards) Using Standard Fleet Moorings, Riser Chain................................................................................................ 2-3

2-5

Pneumatic Fenders for Military Uses......................................................................................................................................................... 9-1

9-3

Load-Deflection and Energy-Absorption Characteristics of Fixed-Unit Type of Pneumatic Tire-Wheel Fender (based on

Firestone Burleigh Technical Data Sheet)......................................................................................................................................... 9-2

9-6

Energy to be Absorbed by Fenders ........................................................................................................................................................... 9-3

9-7

Comparative Merits of Different Construction Materials in Energy-Absorption Capacity ........................................................................... 9-4

9-9

Characteristics of Various Commercially Available Cranes ..................................................................................................................... 12-1

12-3

Design Criteria Restrictions (200-10,000 Passes) .................................................................................................................................... B-1

B-4

CBR and Thickness Requirements for 200 and 10,000 Passes of Container Handling Vehicles Operating on Unsurfaced

Soils with Subgrade Strengths of 4 and 10 CBR ............................................................................................................................. B-2

B-5

Design Criteria Restrictions (200-50,000 Passes) .................................................................................................................................... B-3

B-6

CBR and Thickness Requirements for 200, 10,000, and 50,000 Passes of Container-Handling Vehicles Operating on

Soils Surfaces with M8A 1 Landing Mat and with Subgrade Strength of 4 and 10 CBR .......................................................................... B-4

B-7

iii

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