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Geotechnical and Materials Engineering Standards for Bridge ...

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2.4 .... SAMPLE TYPE<br />

- A - Auger<br />

- C - Core<br />

- D - Dennison<br />

- S - Split Spoon<br />

- T - Shelby Tube<br />

- V - Wash<br />

- Other (specify)<br />

- Sample driven distance is graphically shown<br />

(raunded LO the nearest tenth of metre]<br />

- St<strong>and</strong>ard Penetration Test (ASTM 1586)<br />

- Blowcounts over 100 are represented by >lo0<br />

- Blowcounts over 100 are detailed in drilling details column<br />

2.6 .... SAMPLE RECOVERY<br />

Soil - (metres)<br />

Rock - (metres or 8 )<br />

2.7a ... SHEAR STRENGTH (kPa)<br />

U - Unconfined Compressinn<br />

Pv - Field Vane<br />

Lv - Laboratory Vane<br />

R - Remoulded<br />

2.7b ... ROCK QUALITY DESIGNATION (%)<br />

Shear Strength column can double as Rock Quality Designation C%)<br />

column by changing talumn heading. (See 2.15 - Examples)

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