HomeMy WebLinkAboutSW6221101_Soils/Geotechnical Report_20221129 (13)1 2 3 4 5 6 7 8 9 10
SUMMARY OF MATERIAL PROPERTIES (0i
US Army Corps
G of Engineers °
PROJECT: TECHNICAL SUPPORT TRAINING ANNEX LOCATION: Fort Bragg, NC 10-Apr-16
REQUISITION NO: W33SJG60673444 WORK ORDER: 984e
D422 % Passing
Lab Hole Sample Depth No.4 No 200 D4318 Atterberg Limits D2216 D854 Color Class D2487 Unified Soil
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Number Number Number (ft) SpG Symbol Classification System
K6/6130 B-01 Y.C. 10 33.5 100.0 60.5 44 17 27 32.7 2.702 Weak Red &Reddish CL Sandy Lean Clay (CL).
Yellow
K6/6128 B-02 Y.C. 2 2 100.0 55.1 21.8 Dark Red CH (Visual) Sandy Fat Clay (CH).
Light Gray &
K6/6129 B-02 Y.C. 9 23.5 100.0 57.9 63 23 40 20.3 2.711 Weak Red, CH Sandy Fat Clay (CH). z
Yellowish Brown
K6/6124 B-03 Y.C. 3 3.5 to 5.0 100.0 38.0 13.3 Red SM (Visual) Silty Sand (SM). U)
K6/6125 B-03 Y.C. 5 8.5 to 10.0 100.0 33.6 14.1 Red SM (Visual) Silty Sand (SM).
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K6/6126 B-05 Y.C. 1 0.0 to 1.5 99.4 46.4 51 30 21 19.4 2.624 Red SM-H Silty Sand High LL (SM-H).
K6/6127 B-05 Y.C. 2 2.0 to 3.5 100.0 47.6 69 38 31 22.9 2.717 Red SM-H Silty Sand High LL (SM-H).
US Army Corps of Engineers, Materials Testing Regional Technical Center of Expertise - Marietta, GA 30062 oN N
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