AAAE ACE OPERATIONS MODULE 2 Security Training Course EXAM GUIDE 120+ QUESTIONS AND VERIFIED SOLUTIONS 2023.

AAAE ACE OPERATIONS MODULE 2 EXAM GUIDE 120+ QUESTIONS AND VERIFIED SOLUTIONS 2023. AAAE ACE Operations Module 2 2023 1. What are the two major categories of pavement?: Flexible and rigid 2. What are some types of flexible pavement?: Grass, dirt, gravel and asphalt 3. Why are paved surfaces necessary at airports?: To support the critical loads imposed on them; to produce a smooth, skid-resistant and safe-riding surface 4. Airport surfaces are distinguished by operational control and FAA design standards into what two areas?: Movement and non-movement 5. What constitutes the movement area on an airport?: Runways and taxiways. At ATCT controlled airports, the surfaces under ATC control. These areas must meetPart 139 design restrictions. 6. What constitutes the non-movement area of an airport?: Taxiways and apronsnot under ATCT control 7. How are movement and non-movement areas determined at an airport with an ATCT?: By Letter of Agreement (LOA) between the airport and the ATCT. 8. What is the benefit of using a rigid pavement such as Portland Cement Concrete?: It is about half the lifetime cost of asphalt, with a service life of 30+ years versus 5-15 years for asphalt. Concrete is more expensive up front though, so asphalt is common at low revenue airports such as GA. 9. What are two major elements that make pavements deteriorate?: weathering and aircraft loads 10. For bearing strengths of 12,500lbs or greater, what method is used to express the effect of an individual aircraft on different pavements?: Comparing ACN to PCN (Aircraft Classification Number-Pavement Classification Number) 11. What does the Pavement Classification Number (PCN) represent to the operator/pilot?: PCN is the maximum pavement bearing strength for unrestricted aircraft operations. 12. What is the Load Classification Number (LCN) used to describe?: Pavementbearing strengths less than 12,500lbs 13. What are the five major categories of pavement distress?: cracking, joint seal damage, disintegration, distortion, loss of skid resistance 14. Edges of abutting pavement or pavement and other areas must be no more than how many inches in elevation difference?: 3 inches 15. What are the maximum dimensions of a hole that are allowed by Part 139?: Any hole with a diameter greater than 5 inches and either 3 inches deep or a slope of greater than 45 degrees 16. How far are landing distances increased on wet pavement?: By 15 percent or more 17. What are the three types o