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� <br /> �I <br /> I <br /> (h) Pounds of force exerted and resultant vertical and ho:rizontal mavement in inches for <br /> the anchor and stabilizer. <br /> (i) Description of stabilizer used in each auger anchor field test,including stabilizer <br /> manufacturer. <br /> SOIL CLASSIFICATION <br /> Blow Count Test Probe 1 <br /> Tvt3es of Soils �ASTM D1586) Torque Value 2 <br /> 1 Hard rock NA NA <br /> 2 (a) Very-dense&/or 40-up more than <br /> cemented sands, SSO lbs. inch <br /> coarse gravel&cobbles, <br /> pre-loaded silts,&clays <br /> (b) Corals 40-up more than <br /> S50 Ibs. inch <br /> 3 Medium-dense caarse 24-39 35�to 550 <br /> sands, sandy gravels, lbs. inch <br /> very-stiff silts&clays <br /> 4 (a) Loose ta medium dense 18-23 276 ta -350 <br /> sands, firm ta still clays, lbs. inch <br /> &silts, alluvitun fill <br /> (b) Very loose to medium 12-1'7� 175 to 2753 <br /> dense sands, firin to still lbs. inch <br /> clays&silts, alluvium fill � <br /> 5 Concrete slab <br /> Tensioning devices for use in cancrete pad,runner, etc., shall be tested(sarne as anchors) <br /> and specificatians as to PSI and cure time of concrete,reinforcement,size and thickness <br /> of concrete, size and depth of bolt hole,type and kind of shield if permissible. Minirnum <br /> distance at which tensioning device can be installed from edge ar end af slab,pad,runner, <br /> etc., shall be specified. Instructions shipped with each tensioning device shall include the <br /> above. <br /> 1 The test probe is a device for measuring the torque value of soils to assist in evaluating <br /> the liolding capability af the soils in which the anchor is placed Tha test prabe has a helix an it. <br /> The ovexa111ength of the helical section is 10.75 inches; the major diametex is 1.25 inches; the <br /> minar diameter is 0.$1 inches;the pitch 1.75 inches. The shaft rnust be of suitable length for <br /> anchar depth. ' <br /> 2 A measure synonymous with moment of a force when distributed around the shaft af the <br /> test probe. <br /> 3 Below these values, a prafessianal engineer should be consulted ar additional anchars <br /> added. ` <br /> 27 <br />