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4.12 Test Excavation 167 (T-167) - Honolulu Rail Transit Project

4.12 Test Excavation 167 (T-167) - Honolulu Rail Transit Project

4.12 Test Excavation 167 (T-167) - Honolulu Rail Transit Project

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Cultural Surveys Hawai‘i Job Code: KALIHI 23 Kewalo <strong>Test</strong> <strong>Excavation</strong>s 162 – 178T-175A Stratigraphic DescriptionStratum Depth Description(cmbs)Ia 0-20 AsphaltIb 10-50 Fill; 10 YR 2/2 (very dark brown); very gravelly sandy loam; weak, fine,crumb structure; moist, very friable consistency; non-plastic; terrigenousorigin; clear, irregular lower boundary; many, very fine to coarse roots;with cobble and boulder inclusionIc 23-45 Fill; 10 YR 8/2 (very pale brown); extremely gravelly sand; structureless,single-grain; dry, loose consistency; non-plastic; marine origin; abrupt,broken/discontinuous lower boundary; many, fine to coarse roots;crushed coral fillId 20-55 Fill; 10 YR 7/3 (very pale brown); fine to medium grained sand;structureless, single-grain; moist, loose consistency; non-plastic; marineorigin; abrupt, broken/discontinuous lower boundary; many, very fine tomedium roots; imported sand fillII 50-70 Natural; 10 YR 3/2 (very dark grayish brown); loamy sand; structureless,single-grain; moist, loose consistency; non-plastic; marine origin; abrupt,broken/discontinuous lower boundary; many, very fine to medium roots;buried A-horizon;III 70-109 Natural; 10 YR 7/4 (very pale brown); coarse sand; structureless, singlegrain;wet, non-sticky consistency; non-plastic; marine origin; diffuse,broken/discontinuous lower boundary; few, very fine roots; Jaucas sandIV 109-127 Natural; GLEY 1 7/5GY (light greenish gray); coarse sand; structureless,single-grain; wet, non-sticky consistency; non-plastic; marine origin;lower boundary not visible; Jaucas sandHHCTCP City Center (Section 4) AIS Report, Vol. IV C 860TMK: [1] 1-2, 1-5, 1-7, 2-1, 2-3 (Various Plats and Parcels)

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