Lesson 1 Analysis of Consolidated Material (Rocks)Part A- Sources of Information - En5341a0011Part B- Rock Type IdentificationFigure 1-1. The rock cycleFigure 1-2. Classification of igneous rocks Characteristic Intrusive Rock BodiesIntrusive Rock TypesRelationship of Topography to Intrusive Igneous RocksFigure 1-4. Topographic map of Rocky Bar, IdahoFigure 1-5. Topographic map of Shiprock, New MexicoFigure 1-6. Topographic map of Elizabethtown, New YorkExtrusive Igneous RocksRelationship of Topography to Extrusive Igneous RocksFigure 1-7. Topographic map of Menan Buttes, IdahoFigure 1-8. Topographic map of Mauna Loa and Kilauea, HawaiiFigure 1-9. Topographic map of Mount Rainier, WashingtonFigure 1-10. Topographic map of Raton, New Mexico/ColoradoFigure 1-11. Classification of sedimentary rocksRelationship of Topography to Sandstone RocksRelationship of Topography to ShaleLimestoneEngineering Properties of LimestoneFigure 1-12. Topographic map of Mammouth Cave, KentuckyFigure 1-13. Topographic map of Manati, Puerto RicoFlat-Lying Interbedded Sedimentary RocksFigure 1-14. Topographic map of Soda Canyon, ColoradoTilted or Folded Interbedded Sedimentary RocksFigure 1-15. Tilted sedimentary rocksRelationship of Topography to Tilted or Folded Interbedded Sedimentary RocksMetamorphic RocksFigure 1-18. Classification of metamorphic rocksRelationship of Topography to GneissPart C- Geological OverlaysExample of a Geologic OverlayFigure 1-19. Sample of geologic overlayFigure 1-19. Sample of geologic overlay (continued)Lesson Practice Exercise - En5341a0046Answer Sheet For Practice Exercise - En5341a0047Lesson 2 Weathering, Erosion, and DepositionPart A- WeatheringChemical WeatheringErosional Features of Running WaterFigure 2-1. Gully forms associated with various types of geologic materialFigure 2-2. Types of drainage patternsFigure 2-2. Types of drainage patterns (continued)Figure 2-3. Comparison of coarse-textured and fine-textured drainageDepositional Features of Running WaterFigure 2-5. Topographic map of Portage, MontanaFigure 2-6. Topographic map of Campti, LouisianaTable 2-1. Characteristics of the three stages of stream evolutionChannel DepositsFigure 2-7. Topographic map of Kokand, Republic of Uzbekistan (Central Asian Republic, former Soviet Union)Figure 2-8. Topographic map of Waukdon, Iowa/WisconsinFigure 2-9. Depositional features of fluvial systemsFigure 2-10. Delta types based on morphologyFigure 2-11. Topographic map of El-Mansura, Egyptian Region, United Arab RepublicFigure 2-12. Erosional features of wave actionDepositional Features Created by Wave ActionDepositional Features Created by Wind ActionFigure 2-14. Dune types based on morphologyDepositional Features Created by Alpine GlaciationFigure 2-15. Area of alpine glaciationFigure 2-16. Glaciofluvial deposits associated with alpine glaciersFigure 2-17. Topographic map of Cordova, AlaskaFigure 2-18. Topographic map of Chief Mountain, MontanaGravity and Mass WastingFigure 2-19. Depositional features associated with continental glaciationFigure 2-20. Topographic map of Whitewater, WisconsinRapid Erosion of SlopesDeposition by Mass WastingLesson 2 Practice Exercise - En5341a0080Lesson 2 Practice Exercise -Cont. - En5341a0082Answer Sheet For Practice Exercise - En5341a0083Lesson 3 Analysis of Unconsolidated Materials (Soils)Part A- Sources of Information - En5341a0085Part B- Classification of SoilsClassification of Soils Based on Grain SizeFigure 3-1. Sample sieve analysis data sheetSettling Tube (Wet Mechanical) AnalysisFigure 3-3. Sample grain-size distribution curve from sieve analysisClassification of Soils Based on ConsistencyFigure 3-4. Sample Casagrande Plasticity ChartGravels Containing Appreciable Amounts of Fine MaterialTable 3-1. Unified soil classification (including identification and description)Table 3-1. Unified soil classification (including identification and description) (cont) - En5341a0095Table 3-1. Unified soil classification (including identification and description) (cont) - En5341a0096Figure 3-6. Particle size distributions of poorly graded soilsSands Containing Moderate Amounts of Fine MaterialLow Plasticity Clay/Silt MixturesPart C-Remote InterPretation of Aerial PhotographyAnalysis of the Effects of ErosionPart D -Recording Remotely Sensed Soil InformationFigure 3-7. Sample soil factor overlayTable 3-2. Sample soils data tablePart E - Application of Soil InformationGeneral Engineering PropertiesGeneral Engineering Properties -Cont.TrafficabilityFigure 3-8. Structure of a poorly graded soilFigure 3-9. Structure of a well-graded soilTable 3-3. Variation of critical layer with respect to vehicle type and weight, soil type, and number of passes requiredFigure 3-12. Determination of cone indexTable 3-4. Recording CI valuesFigure 3-13. Extraction of a soil sampleFigure 3-14. Transfer of extracted sample to remolding cylinderFigure 3-15. Undisturbed CI readings on samples within the remolding cylinderTable 3-5. Chart for recording remolding index valuesFigure 3-17. Remolded CI readings on samples within the remolding cylinderComparison of Cone Index or Rating Cone Index to Vehicle Cone IndexFigure 3-18. Sample composite soil trafficability reporting chartTable 3-6. Probable range and means of RCI values for soils under various environmental conditionsAdditional Factors Affecting Soil TrafficabilityTable 3-7. VCI values for selected military vehiclesTable 3-7. VCI values for selected military vehicles (continued) - En5341a0126Table 3-7. VCI values for selected military vehicles (continued) - En5341a0127Table 3-7. VCI values for selected military vehicles (continued) - En5341a0128Table 3-7. VCI values for selected military vehicles (continued) - En5341a0129Table 3-7. VCI values for selected military vehicles (continued) - En5341a0130Table 3-7. VCI values for selected military vehicles (continued) - En5341a0131Lesson 3 Practice Exercise - En5341a0132Answer Key and Feedback - En5341a0133Geologic Analysis