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Scg 25335(S) · OPW16/0105
Attached to the e-mail OPW16/0105 & RAP16/0011 additional information as requested.
SCG CONSULTING ENGINEERS LOG SECTIONS Ref No.25335 Depth TEST SITE No 1 P Depth TEST SITE No 2 P 100 Silty Sand SM 1 100 1 200 Fine grained, grey 1 200 1 300 Moist, roots, loose. 1 300 1 400 1 400 1 500 1 500 2 600 2 600 2 700 2 700 2 800 3 800 2 900 Silty Sand SM 3 900 2 1000 Fine grained, pale grey 3 1000 2 1100 (White), moist, med dense. 3 1100 2 1200 3 1200 2 1300 3 1300 2 1400 4 1400 2 1500 4 1500 2 1600 4 1600 3 1700 5 1700 3 1800 5 1800 4 1900 5 1900 4 2000 End 5 2000 5 2100 5 2100 5 2200 6 2200 6 2300 7 2300 7 2400 7 2400 7 2500 7 2500 7 2600 2600 2700 2700 2800 2800 2900 2900 3000 3000 3100 3100 Depth = mm below ground level. P = blows per 100mm penetration with an approved 9kg penetrometer. Notation such as (SP) refers to the soil description to Table A1 AS1726 ‘Guide to the description identification and classification of soils’. Solid lines represent sharp interface between different soil types. Dotted lines represent gradation form one soil type to another. Abbreviations used UTP - unable to penetrate, Bec. – becoming, N.S.L. – Natural Surface Level Med. – medium, MW - Moderately weathered EW - extremely weathered, Plast. - Plasticity No recovery means unable to extract samples from the base of the bore hole because the soil will not bind in the auger head. The colour of the soil is often abbreviated, for example Gy = grey Or = orange. (Ls=?.?%) Indicates sample location and Linear Shrinkage result. The footings must be dug into or supported on piers dug into the shaded material.
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