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BORING LOG NOTES <br />DRILLING AND SAMPLING SYMBOLS TESL' SYMBOLS <br />Symbol <br />Definition <br />Symbol Definition <br />CONS: One-dimensional consolidation test <br />B,H,N: <br />Size of flush -joint casing <br />DEN: Dry density, pcf <br />CA: <br />Crew Assistant (initials) <br />DST: Direct shear test <br />CAS: <br />Pipe casing, number indicates nominal diameter in <br />E: Pressuremeter Modulus, tsf <br />inches <br />HYD: Hydrometer analysis <br />CC: <br />Crew Chief (initials) <br />LL: Liquid Limit, % <br />COT: <br />Clean -out tube <br />LP: Pressuremeter Limit Pressure, tsf <br />DC: <br />Drive casing; number indicates diameter in inches <br />OC: Organic Content, % <br />DM: <br />Drilling mud or bentonite slurry <br />PERM: Coefficient of permeability (K) test; F - Field; <br />DR: <br />Driller (initials) <br />L - Laboratory <br />DS: <br />Disturbed sample from auger flights <br />PL: Plastic Limit, % <br />FA: <br />Flight auger; number indicates outside diameter in <br />qP: Pocket Penetrometer strength, tsf (approximate) <br />inches <br />qc: Static cone bearing pressure; tsf <br />HA: <br />Hand auger; number indicates outside diameter <br />q": Unconfined compressive strength, psf <br />HSA: <br />Hollow stem auger; number indicates inside diameter <br />R: Electrical Resistivity, ohm -eras <br />in inches <br />RQD: Rock,Quality Designation ofRock Core, in percent <br />LG: <br />Field logger (initials) <br />(aggregate length of core pieces 4" or more in length <br />MC: <br />Column used to describe moisture condition of <br />as a percent of total core ru ) <br />samples and for the groundwater level symbols <br />SA: Sieve analysis <br />N (BPF): <br />Standard penetration resistance (N-value) in blows per <br />TRX: Triaxial compression test <br />foot (see notes) <br />VSR: Vane shear strength, remoulded (field), psf <br />NQ wireline core barrel <br />VSU: Vane shear strength, undisturbed (field), psf <br />PQ wireline core barrel <br />WC: Water content, as.percent of dry weight <br />Rotary drilling with fluid and roller or drag bit <br />%-200: Percent of material finer than #200 sieve <br />REC: <br />In split -spoon (see notes) and thin -walled tube <br />sampling, the recovered length (in inches) of sample. <br />STANDARD PENETRATION TEST NOTES <br />In rock coring, the length of core recovered <br />(Calibrated Hammer Weight) <br />(expressed as percent of the total core run). Zero <br />The standard penetration test consists of driving a split -spoon <br />indicates no sample recovered. <br />sampler with a drop hammer (calibrated weight varies to provide <br />REV: <br />Revert drilling fluid <br />N60 values) and counting the number of blows applied in each of <br />SS: <br />Standard split -spoon sampler (steel; 1%" is inside <br />three 6" increments of penetration. If the sampler is driven less <br />diameter; 2" outside diameter); unless indicated <br />than 18" (usually in highly resistant material), permitted in <br />otherwise <br />ASTM:D1586, the blows for each complete 6" increment and <br />SU <br />Spin -up sample from hollow stem auger <br />for each partial increment is on the boring log. For partial <br />TW: <br />Thin -walled tube; number indicates inside diameter <br />increments, the number of blows is shown to the nearest 0.1' <br />in inches <br />below the slash. <br />WASH: <br />Sample of material obtained by screening returning <br />rotary drilling fluid or by which has collected inside <br />The length of sample recovered, as shown on the "REC" <br />the borehole after "falling" through drilling fluid <br />column, may be greater than the distance indicated in the N <br />WH: <br />Sampler advanced by static weight of drill rod and <br />column. The disparity is because the N-value is recorded below <br />hammer <br />the initial 6" set (unless partial penetration defined in <br />WR: <br />Sampler advanced by static weight of drill rod <br />ASTM:D1586 is encountered) whereas the length of sample <br />94mm: <br />94 millimeter wireline core barrel <br />recovered is for the entire sampler drive (which may even <br />V • <br />Water level directly measured in boring <br />extend more than 18"). <br />0: <br />Estimated water level based solely on sample <br />appearance <br />O1REP052C(O1/05) AMERICAN ENGINEERING TESTING, INC. <br />