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ded. Figure A-219 Low-Severity Weathering UFM 3-260-16 29 May 2026 208 Figure A-220 Medium-Severity Weathering Figure A-221 High-Severity Weathering UFM 3-260-16 29 May 2026 209 Figure A-222 Weathering Deduct Curve UFM 3-260-16 29 May 2026 210 Figure A-223 Corrected Deduct Value Curves for Asphalt Airfields A-5 CONCRETE-SURFACED AIRFIELD DISTRESSES. During the field condition surveys and validation of the PCI, several questions are commonly asked about the identification and measurement of some of the distresses. The answers to these questions for each distress are included under the heading “How to Measure.” For convenience, however, the most frequently raised issues are addressed in Table A-16. UFM 3-260-16 29 May 2026 211 Table A-16 Frequent Problems in Pavement Distress Identification

o not count joint reflective cracking in asphalt over concrete pavements as longitudinal and transverse cracking. Longitudinal and transverse cracks are measured in linear feet (linear meters). The length and severity of each crack should be recorded. If the crack does not have the same severity level along its entire length, each portion of the crack having a different severity level should be recorded separately. UFM 3-260-16 29 May 2026 74 Figure A-38 Low-Severity Longitudinal and Transverse Cracking Figure A-39 Medium-Severity Longitudinal and Transverse Cracking UFM 3-260-16 29 May 2026 75 Figure A-40 High-Severity Longitudinal and Transverse Cracking UFM 3-260-16 29 May 2026 76 Figure A-41 Longitudinal and Transverse Cracking Deduct Curves UFM 3-260-16 29 May 2026 77 A-2.11 Patching

coarse aggregate due to the loss of fine aggregate matrix. UFM 3-260-16 29 May 2026 99 H Edges of coarse aggregate have been exposed greater than one-fourth width (of the longest side) of the coarse aggregate. There is considerable loss of fine aggregate matrix, leading to potential or some loss of coarse aggregate. A-2.20.2 How to Measure. Surface wear is measured in square feet (square meters). Surface wear is not recorded where medium- and/or high-severity raveling is recorded. Figure A-73 Low-Severity Weathering UFM 3-260-16 29 May 2026 100 Figure A-74 Medium-Severity Weathering Figure A-75 High-Severity Weathering UFM 3-260-16 29 May 2026 101 Figure A-76 Weathering Deduct Curve Figure A-77 Corrected Deduct Value Curves AC Roads and Parking UFM 3-260-16 29 May 2026 102 A-3 JOINTED CONC

nnovative Pavement Research Foundation (IPRF) Evaluation, Design, and Construction Techniques for Airfield Concrete Pavement Used as Recycled Material for Base, 2006. • Federal Aviation Administration (FAA) Advisory Circulars and Engineering Briefs. • Transportation Research Board (TRB) Recycling Reports. UFM 3-250-07 19 February 2026 3 Key DoD documents used in preparing this manual are: • UFC 3-250-01, Pavement Design for Roads and Parking Areas • UFC 3-260-02, Pavement Design for Airfields • UFM 3-260-03, Airfield Pavement Evaluation • UFM 3-260-16, O&M Manual: Standard Practice for Airfield Pavement Condition Surveys • UFM 3-270-08, Pavement Maintenance Management • UFS 3-250-04, Standard Practice for Concrete Pavements • UFGS 32 01 16.70, Cold-Mix Reused Asphalt Paving • UFGS 32 01 16

sign for Airfields UFM 3-260-03, O&M Manual: Airfield Pavement Evaluation UFM 3-260-16, O&M Manual: Standard Practice for Airfield Pavement Condition Surveys UFM 3-270-01, O&M Manual: Asphalt and Concrete Pavement Maintenance and Repair UFS 3-250-03, Standard Practice Manual for Flexible Pavements UFS 3-250-04, Standard Practice for Concrete Pavement Construction UFS 3-250-07, O&M Manual Standard Practice for Pavement Recycling UFS 3-701-01, DoD Facilities Pricing Guide UFGS 32 12 17.19, Fuel-Resistant Asphalt Paving for Airfields – Surface Course, https://www.wbdg.org/dod/ufgs/ufgs-32-12-17-19 DoD Guide for Segmenting Types of Linear Structures, https://www.acq.osd.mil/eie/imr/rpid/docs/Linear%20Segmentation%20Requirement. pdf TSPWGM 3-260-00.NS7210, Standards for NATO Deployed Air Operat