Pavement Design for Airfields
File : pdf, 8.5 MB, 538 pages
TOC
1. INTRODUCTION
1. PURPOSE
2. SCOPE
3. REFERENCES
4. UNITS OF MEASUREMENT
5. PAVEMENT
6. USE OF FLEXIBLE PAVEMENTS
7. USE OF RIGID PAVEMENTS
8. SOIL STABILIZATION
9. DESIGN ANALYSIS
10. WAIVERS TO CRITERIA
11. COMPUTER PROGRAMS
2. ARMY AIRFIELD/HELIPORT REQUIREMENTS
1. ARMY AIRFIELD/HELIPORT CLASSES
2. ARMY AIRFIELD AND HELIPORT LAYOUT
3. TRAFFIC AREAS FOR ARMY AIRFIELD PAVEMENTS
4. ARMY AIRCRAFT DESIGN LOADS AND PASS LEVELS
5. ROLLER-COMPACTED CONCRETE PAVEMENT
6. RESIN MODIFIED PAVEMENT
7. PAVED SHOULDERS
8. SURFACE DRAINAGE
3. AIR FORCE AIRFIELD AND AGGREGATE SURFACED HELICOPTER SLIDE AREAS AND HELICOPTER REQUIREMENTS
1. AIR FORCE AIRFIELD TYPES
2. TRAFFIC AREAS FOR AIR FORCE AIRFIELDS
3. AIRCRAFT DESIGN LOADS FOR AIR FORCE PAVEMENTS
4. DESIGN PASS LEVELS FOR AIR FORCE PAVEMENTS
5. RESIN-MODIFIED PAVEMENT
6. PAVED SHOULDERS
7. AGGREGATE SURFACED HELICOPTER SLIDE AREAS AND HELIPORTS
8. SURFACE DRAINAGE
4. NAVY AND MARINE CORPS AIRFIELD REQUIREMENTS
1. TRAFFIC
2. TRAFFIC AREAS
3. AIRCRAFT LOADINGS
4. TRAFFIC VOLUME
5. ROLLER-COMPACTED CONCRETE PAVEMENT
6. RESIN MODIFIED PAVEMENT
7. PAVED SHOULDERS
8. PAVEMENT DESIGN POLICY
5. SITE INVESTIGATIONS
1. GENERAL
2. SUBGRADE INVESTIGATIONS
3. SELECT MATERIAL AND SUBBASE FOR FLEXIBLE PAVEMENTS
4. BASE COURSES, DRAINAGE LAYERS, SEPARATION LAYERS, CONCRETE AND BITUMINOUS CONCRETE
5. OTHER CONSTRUCTION MATERIALS
6. SOIL CLASSIFICATION
7. SOIL COMPACTION TESTS
8. SOIL STRENGTH
9. IN-PLACE SOIL STRENGTH TESTS
6. SUBGRADE
1. SUITABILITY OF SUBGRADE
2. GRADE LINE
3. SUBGRADE CBR
4. SUBGRADE MODULUS OF SOIL REACTION
5. SUBGRADE COMPACTION FOR FLEXIBLE PAVEMENTS – NORMAL CASES
6. SUBGRADE COMPACTION FOR RIGID PAVEMENTS – NORMAL CASES
7. TREATMENT OF PROBLEM SOILS
8. STABILIZED SUBGRADES
9. SUBGRADES IN FROST AREAS
7. SELECT MATERIALS AND SUBBASE COURSES FOR FLEXIBLE PAVEMENTS
1. GENERAL
2. MATERIALS
3. COMPACTION REQUIREMENTS
4. SELECTION OF DESIGN CBR
5. SEPARATION LAYERS
6. STABILIZED SELECT MATERIALS AND SUBBASES
7. DESIGN FOR SEASONAL FROST CONDITIONS
8. DRAINAGE LAYERS
8. AGGREGATE BASE COURSES
1. USE OF AGGREGATE BASE COURSES
2. MATERIALS FOR AGGREGATE BASE COURSES IN FLEXIBLE PAVEMENTS
3. AGGREGATE BASE COURSES FOR ARMY AND AIR FORCE RIGID PAVEMENT
4. AGGREGATE BASE COURSES FOR NAVY AND MARINE CORPS RIGID PAVEMENTS
5. STRENGTH OF AGGREGATE BASE COURSES FOR RIGID PAVEMENTS
6. STRENGTH OF AGGREGATE BASE COURSES FOR FLEXIBLE PAVEMENTS
7. MINIMUM THICKNESS REQUIREMENTS FOR FLEXIBLE PAVEMENTS
8. MINIMUM THICKNESS REQUIREMENTS FOR RIGID PAVEMENTS
9. COMPACTION AND PROOF ROLLING REQUIREMENTS FOR FLEXIBLE PAVEMENTS
10. COMPACTION REQUIREMENTS FOR ARMY AND AIR FORCE RIGID PAVEMENT AGGREGATE BASE COURSES
11. COMPACTION REQUIREMENTS FOR NAVY AND MARINE CORPS RIGID PAVEMENT AGGREGATE BASE COURSES
9. PAVEMENT MATERIALS
1. GENERAL
2. STABILIZATION
3. PORTLAND-CEMENT CONCRETE
4. ASPHALTIC CONCRETE
5. RECYCLED MATERIALS
10. FLEXIBLE PAVEMENT DESIGN – CBR METHOD
1. REQUIREMENTS
2. BASIS FOR DESIGN
3. THICKNESS DESIGN CURVES
4. THICKNESS DESIGN
5. ADDITIONAL CONSIDERATIONS FOR THICKNESS DESIGN
6. DESIGN EXAMPLES
7. STABILIZED PAVEMENT SECTIONS
8. SPECIAL AREAS
9. JUNCTURE BETWEEN RIGID AND FLEXIBLE PAVEMENTS
11. LAYER ELASTIC DESIGN OF FLEXIBLE PAVEMENTS
1. DESIGN PRINCIPLES
2. FLEXIBLE PAVEMENT RESPONSE MODEL
3. DESIGN DATA
4. MATERIAL CHARACTERIZATION
5. SUBGRADE EVALUATION
6. DESIGN CRITERIA
7. CONVENTIONAL FLEXIBLE PAVEMENT DESIGN
8. FROST CONDITIONS
9. ASPHALT CONCRETE PAVEMENTS
10. PAVEMENTS WITH A STABILIZED BASE COURSE
11. PAVEMENTS WITH STABILIZED BASE AND STABILIZED SUBBASE
12. EXAMPLE DESIGN FOR CONVENTIONAL FLEXIBLE PAVEMENT
13. EXAMPLE DESIGN FOR ALL BITUMINOUS CONCRETE (ABC) PAVEMENT
12. PLAIN CONCRETE PAVEMENTS
1. BASIS OF DESIGN – ARMY AND AIR FORCE
2. BASIS OF DESIGN – NAVY AND MARINE CORPS
3. USES FOR PLAIN CONCRETE
4. THICKNESS DESIGN – ARMY AND AIR FORCE PAVEMENTS
5. EXAMPLES OF PLAIN CONCRETE PAVEMENT DESIGN FOR ARMY AND AIR FORCE
6. THICKNESS DESIGN – NAVY AND MARINE CORPS PAVEMENTS
7. DESIGN EXAMPLES FOR NAVY AND MARINE CORPS PLAIN CONCRETE PAVEMENTS
8. JOINT USES
9. SELECTION OF JOINT TYPES
10. JOINTS FOR ARMY AND AIR FORCE PAVEMENTS
11. JOINTS FOR NAVY AND MARINE CORPS PAVEMENT
12. JOINTING PATTERN FOR RIGID AIRFIELD PAVEMENTS
13. REINFORCED CONCRETE PAVEMENT DESIGN
1. GENERAL
2. BASIS FOR DESIGN – NAVY AND MARINE CORPS
3. BASIS FOR DESIGN – ARMY AND AIR FORCE
4. USES FOR REINFORCED CONCRETE
5. REDUCED THICKNESS DESIGN – ARMY AND AIR FORCE
6. REINFORCEMENT TO CONTROL PAVEMENT CRACKING
7. REINFORCED CONCRETE PAVEMENTS IN FROST AREAS
8. REINFORCING STEEL
9. JOINTING
10. EXAMPLES OF REINFORCED CONCRETE PAVEMENT DESIGN
14. FIBROUS CONCRETE PAVEMENT DESIGN
1. BASIS OF DESIGN
2. USES FOR FIBROUS CONCRETE
3. MIX PROPORTIONING CONSIDERATIONS
4. THICKNESS DETERMINATION
5. ALLOWABLE DEFLECTION FOR FIBROUS CONCRETE PAVEMENT
6. JOINTING
7. EXAMPLE OF FIBROUS CONCRETE PAVEMENT DESIGN
15. CONTINUOUSLY REINFORCED CONCRETE PAVEMENT DESIGN
1. BASIS OF DESIGN
2. USE FOR CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS
3. FOUNDATION REQUIREMENTS AND EVALUATION
4. THICKNESS DESIGN
5. REINFORCING STEEL DESIGN
6. TERMINAL DESIGN
7. JOINTING
8. JOINT SEALING
9. EXAMPLE OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT DESIGN
16. PRESTRESSED CONCRETE PAVEMENT DESIGN
1. BASIS OF DESIGN
2. UNITS
3. USES FOR PRESTRESSED CONCRETE PAVEMENT
4. FOUNDATION REQUIREMENTS
5. METHOD OF PRESTRESSING
6. DESIGN PROCEDURE
7. PRESTRESSING TENDON DESIGN
8. JOINTING
9. EXAMPLES OF PRESTRESSED CONCRETE PAVEMENT DESIGN
17 OVERLAY PAVEMENT DESIGN
1. GENERAL
2. CONVENTIONAL OVERLAY DESIGN EQUATION BACKGROUND AND LIMITATIONS
3. SITE INVESTIGATIONS
4. PREPARATION OF EXISTING PAVEMENT
5. CONDITION OF EXISTING CONCRETE PAVEMENT
6. RIGID OVERLAY OF EXISTING RIGID PAVEMENT
7. PRESTRESSED CONCRETE OVERLAY OF RIGID PAVEMENT
8. RIGID OVERLAY OF EXISTING FLEXIBLE OR COMPOSITE PAVEMENT
9. NONRIGID OVERLAY OF EXISTING RIGID PAVEMENT
10. NONRIGID OVERLAY ON FLEXIBLE PAVEMENT
11. OVERLAYS IN FROST REGIONS
18. RIGID PAVEMENT INLAY DESIGN
1. GENERAL
2. RIGID INLAYS IN EXISTING FLEXIBLE PAVEMENT
3. RIGID INLAYS IN EXISTING RIGID PAVEMENT
19. LAYER ELASTIC DESIGN OF RIGID PAVEMENTS
1. RIGID PAVEMENT DESIGN PRINCIPLES
2. RIGID PAVEMENT RESPONSE MODEL
3. DESIGN PROCEDURE
4. MATERIAL CHARACTERIZATION
5. DESIGN CRITERIA
6. FROST CONSIDERATION
7. ALTERNATE OVERLAY DESIGN PROCEDURE
8. REINFORCED CONCRETE
9. DESIGN EXAMPLES
10. DESIGN EXAMPLE 1, SINGLE AIRCRAFT
11. DESIGN EXAMPLE 2, MIXED AIRCRAFT TRAFFIC
12. DESIGN EXAMPLE 3, OVERLAY DESIGN
13. DESIGN EXAMPLE 4, ALTERNATE OVERLAY DESIGN PROCEDURE
20. SEASONAL FROST CONDITIONS
1. GENERAL
2. FROST-SUSCEPTIBILITY CLASSIFICATION
3. METHODS OF THICKNESS DESIGN
4. SELECTION OF DESIGN METHOD
5. REDUCED SUBGRADE STRENGTH METHOD
6. LIMITED SUBGRADE FROST PENETRATION METHOD
7. GRANULAR BASE- AND SUBBASE-COURSE REQUIREMENTS
8. DRAINAGE LAYER REQUIREMENTS
9. SEPARATION LAYER
10. SUBGRADE REQUIREMENTS
11. CONTROL OF DIFFERENTIAL HEAVE AT DRAINS, CULVERTS, DUCTS INLETS, HYDRANTS, AND LIGHTS
12. PAVEMENT THICKNESS TRANSITIONS
13. OTHER MEASURES TO REDUCE FROST HEAVE
14. REPLACEMENT OR RECONSTRUCTION OF EXISTING PAVEMENTS
15. COMPACTION
16. FLEXIBLE PAVEMENT DESIGN EXAMPLES FOR SEASONAL FROST CONDITIONS
17. RIGID PAVEMENT DESIGN EXAMPLES FOR SEASONAL FROST CONDITIONS
21. IMPROVING SKID RESISTANCE/REDUCING HYDROPLANING POTENTIAL OF RUNWAYS
1. GENERAL
2. IMPROVING RUNWAY FRICTION CHARACTERISTICS
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