UFC 4-151-10
10 September 2001
4-2
SALTWATER- ABOVE SPLASH ZONE.................................. 4-1
4-3
FRESHWATER ....................................................................... 4-1
4-4
SPECIAL APPLICATIONS ...................................................... 4-2
4-4.1
Stainless Steel Fittings ............................................................ 4-2
4-4.2
Through Bolts .......................................................................... 4-2
Paragraph
5-1
SERVICE LIFE ........................................................................ 5-1
5-2
CORROSION OF STEEL ........................................................ 5-1
5-2.1
Service Life of Coating Systems ............................................. 5-1
5-2.2
Tropical Climates..................................................................... 5-1
5-2.3
Use of Weathering Steels........................................................ 5-2
5-3
CATHODIC PROTECTION ..................................................... 5-2
5-3.1
Efficacy .................................................................................... 5-2
5-3.2
Maintenance Cost.................................................................... 5-3
5-3.3
Reliability of Maintenance Effort .............................................. 5-3
5-4
EXPANSION, CONTRACTION AND CONTROL JOINTS....... 5-4
5-4.1
Open-Pile Platforms ................................................................ 5-4
5-4.2
Bulkheads................................................................................ 5-4
5-4.3
Concrete Quaywalls................................................................. 5-4
5-5
MISCELLANEOUS REQUIREMENTS .................................... 5-4
5-5.1
Protective Lighting ................................................................... 5-4
5-5.2
Emergency Power .................................................................. 5-5
5-5.3
NAVAIDS................................................................................. 5-5
5-6
TIMBER ................................................................................... 5-5
5-7
FIRE PROTECTION REQUIREMENTS .................................. 5-5
5-7.1
General.................................................................................... 5-5
5-8
ANTI-TERRORISM / FORCE PROTECTION.......................... 5-5
Paragraph
6-1
EVALUATING STRENGTH OF EXISTING MATERILAS ........ 6-1
6-1.1 General.................................................................................... 6-1
6-1.2 Number of Tests Required to Establish Strengths of
Undocumented Materials ...................................................................... 6-1
6-1.3 Tests and Test Specimens ...................................................... 6-1
6-2
COMPUTING STRENGTH OF THE STRUCTURE................. 6-1
6-2.1 Simplifying Design Assumptions.............................................. 6-2
6-2.2 Locations of Weakened Sections ............................................ 6-2
6-2.3 Changed Design Methodology ................................................ 6-2
6-2.4 Design Live Loads ................................................................... 6-2
6-2.5 Excess Section ........................................................................ 6-2
6-2.6 Change of Structural Action..................................................... 6-2
6-2.7 Change in Loading .................................................................. 6-3
6-3
EVALUATING CONCRETE STRENGTH USING LOAD TESTS
................................................................................................. 6-3
6-3.1 Method..................................................................................... 6-3
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