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istance. 6-4.4 Interpretation of Load Tests. For interpretation of load tests refer to \\1\ UFC 3-220-01N, Geotechnical Engineering Procedures for Foundation Design of Buildings and Structures and UFC 3-220-10N, Soil Mechanics. /1/ UFC 4-151-10 10 September 2001 With Change 1, 1 September 2012 29 CHAPTER 7 DETERIORATION OF WATERFRONT STRUCTURES 7-1 GENERAL. Considerable treatment of this topic may be found in UFC 4- 150-07 Maintenance of Waterfront Facilities and UFC 4-150-08 Inspection of Mooring Hardware. UFC 4-151-10 10 September 2001 With Change 1, 1 September 2012 30 This page intentionally left blank. UFC 4-151-10 10 September 2001 With Change 1, 1 September 2012 31 APPENDIX A REFERENCES \1\ GOVERNMENT PUBLICATIONS 1. Unified Facilities Criteria (UFC): http://dod.wbdg.org \1\ UFC 1-2

UFC 4-151-10 10 September 2001 With Change 1, 1 September 2012 UNIFIED FACILITIES CRITERIA (UFC) GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION APPROVED FOR PUBLIC RELEASE: DISTRIBUTION UNLIMITED UFC 4-151-10 10 September 2001 With Change 1, 1 September 2012 UNIFIED FACILITIES CRITERIA (UFC) DESIGN: GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION Any copyrighted material included in this UFC is identified at its point of use. Use of the copyrighted material apart from this UFC must have the permission of the copyright holder. U.S. ARMY CORPS OF ENGINEERS NAVAL FACILITIES ENGINEERING COMMAND (Preparing Activity) AIR FORCE CIVIL ENGINEER SUPPORT AGENCY Record of Changes (changes are indicated by \1\ ... /1/) Change No. Date Location 1 1 Sept 2012 Removed 5-5.2 “Emergency Power”; modified 4—1 and

C cancels and supersedes MIL-HDBK-1025/6, General Criteria for Waterfront Construction, (May 1988). UFC 4-151-10 10 September 2001 With Change 1, 1 September 2012 2 This page intentionally left blank. UFC 4-151-10 10 September 2001 With Change 1, 1 September 2012 3 CHAPTER 2 PILING 2-1 GENERAL REQUIREMENTS 2-1.1 Capacity 2-1.1.1 Capacity as a Structural Member. For pile sections embedded in the ground refer to \1\ UFC 3-220-01N, Geotechnical Engineering Procedures for Foundation Design of Buildings and Structures and UFC 3-220-10N, Soil Mechanics. /1/ For sections freestanding in water, treat piles as structural columns with accommodation made for their un-braced length. Where, due to long-term creep effects, the use of the coefficient of sub-grade reaction would be inappropriate or if one

ee note under 149 20. 03 August 2020 149 62 Tacticle Vehicle Wash Facility CCN added. CANCELED UFC 2-000-05N 100 Series - iv 03 August 2020 153 10 Cargo Staging Area Remapped to FAC 8526. 03 August 2020 179 21 Armored Vehicle Launch Bridge, Raft, and Ford Area CCN deleted. 03 August 2020 179 53 Enclosed Fire Fighter Trainer Facility CCN added. 01 April 2021 151 Section 151-1 Pier Facilities Delete reference to 165-10. Add reference to UFC 4-150-06, Military Harbors and Coastal Facilities 01 April 2021 151 Section 151-4 Pier Facilities Add complete title, Military Harbor and Coastal Facilities for UFC 4-150-06. 20 Jan 2023 143-11 Operational Vehicle Garage 1. Expand the “Definitiion” information. 2. Include additional guidance for calculating the space requirements. 3. Add new tables with s

d Controls UFC 3-600-01, Fire Protection Engineering for Facilities UFC 3-601-02, Operations and Maintenance: Inspection, Testing, and Maintenance of Fire Protection Systems UFC-4-152-07 14 JULY 2009 Change 1, 1 September 2012 69 UFC 4-150-02, Dockside Utilities for Ship Service UFC 4-150-06, Military Harbors and Coastal Facilities UFC 4-151-10, General Criteria for Waterfront Construction UFC 4-152-01, Design: Piers and Wharves UFC 4-159-03, Design: Moorings /1/

piling, if storm runoff results in heavy soil loss. 10-3.3 Future Inspection Requirements. Where the rate of erosion or settlement has been increasing the structure must be closely monitored to provide early warning of impending failure. Where a major problem has been encountered and corrected, increased inspection may be necessary to ensure that the repair is effective. UFM 4-150-07 10 March 2026 193 APPENDIX A REFERENCES GOVERNMENT PUBLICATIONS Unified Facilities Criteria (UFC): https://www.wbdg.org/dod/ufc UFC 3-220-01, Geotechnical Engineering UFC 3-220-10, Soil Mechanics UFC 3-301-01, Structural Engineering UFC 3-570-01, Cathodic Protection UFC 4-151-10, General Criteria for Waterfront Construction UFC 4-152-01, Piers and Wharves UFC 4-213-10, Graving Drydocks UFC 4-213-12, Drydocking

dings UFC 4-020-01, DoD Security Engineering Facilities Planning Manual CANCELLED UFC 3-600-01 8 August 2016 Change 6, 6 May 2021 161 UFC 4-021-01, Design and O&M: Mass Notification Systems UFC 4-150-02, Dockside Utilities for Ship Service UFC 4-151-10, General Criteria for Waterfront Construction UFC 4-152-01, Design: Piers and Wharves UFC 4-159-01N, Design: Hyperbaric Facilities UFC 4-211-01, Aircraft Maintenance Hangars UFC 4-211-02, Aircraft Corrosion Control and Paint Facilities UFC 4-213-10, Design: Graving Drydocks UFC 4-213-12, Drydocking Facilities Characteristics UFC 4-215-01, Armories and Arms Rooms UFC 4-310-03, DoD Fuels Laboratory Standards UFC 4-510-01, Design: Medical Military Facilities UFC 4-740-06, Youth Centers UFC 4-740-14, Design: Child Development Centers UNITED STAT

nd Foundations Division, 82(2), 1-23. Unified Facilities Criteria (UFC). 2004. Dewatering and Ground Control, UFS 3-220-05. US Department of Defense, Washington, DC. UFC. 2012. General Criteria for Waterfront Construction, UFC 4-151-10, US Department of Defense, Washington, DC. UFC. 2021. Geotechnical Engineering With Change 1, UFC 3-220-01, US Department of Defense, Washington, DC. UFC. 2022. Soil mechanics (DM 7.1), UFC 3-220-10, US Department of Defense, Washington, DC. United States Army Corps of Engineers (USACE). 1960. “Appendix B, The Unified Soil Classification System.” Characteristics of Soil Groups Pertaining to Roads and Airfields. Technical Memorandum 3-357. Waterways Experiment Station, Vicksburg, MS. USACE. 1980. Civil Works Construction Specifications for Wire Mesh Gabions,