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3. 4. 5. Consistency (fine-grained soils only) very soft soft firm hard very hard Cementation weak moderate strong Structure stratified laminated fissured slickened lensed homogeneous Geologic interpretation and/or local name, if any Additional comments and description Presence of roots or root holes Presence of mica, gypsum, etc. Surface coatings Caving or sloughing of excavation Excavation difficulty Example 1: CLAYEY GRAVEL WITH SAND AND COBBLES (GC)—Approximately 50 percent fine to coarse, sub-rounded to subangular gravel; approximately 30 percent fine to coarse, subrounded sand; approximately 20 per-cent fines with medium plasticity, high dry strength, no dilatancy, medium toughness; weak reaction with HCl; original field sample had about 5 percent (by volume) subrounded cobbles, maximum size 150 mm.

Refer to figure 3-4. If the specimen is predominantly sand or gravel but contains an estimated 15 percent or more of the other coarse-grained constituent, the words "with gravel" or "with sand" are added to the group name. For example: POORLY GRADED GRAVEL WITH SAND (GP); CLAYEY SAND WITH GRAVEL (SC). Refer to figure 3-4. If the field sample contained any cobbles and/or boulders, the words "with cobbles" or "with cobbles and boulders" are added to the group name, for example, SILTY GRAVEL WITH COBBLES (GM).

The classification for igneous, sedimentary, metamorphic, and pyroclastic rocks is shown on figures 4-1, 4-2, 4-3, and 4-4, respectively. These figures are condensed and modified slightly from Travis' classifications, but the more detailed original classifications of Travis are acceptable. Figure 4-5 or appropriate American Geological Institute (AGI) data sheets are suggested for use when estimating composition percentages in classification. Description of Rock Adequate descriptors, a uniform format, and standard terminology must be used for all geologic investigations to properly describe rock foundation conditions.

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Airbus A320 SOP 08dRNAV GPS Approach

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