Agenda - Council - 10/09/2018 - Laserfiche WebLink

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BRAUN INTERTEC 0 O m • ro 9 C N •3aooo t Dl iC] N 0 L Z O 2 E.)c N � O 0 ur S c au 010 `oN • E d$z c it o Highly Organic Soils a b c d e g h k m n 0 p q Plasticity Index (PI) Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Gravels More than 50% of coarse fraction retained on No. 4 sieve Sands 50% or more of coarse fraction passes No. 4 sieve Silts and Clays Liquid limit less than 50 Silts and clays Liquid limit 50 or more Clean Gravels Less than 5% fines e Gravels with Fines More than 12% fines " Clean Sands Less than 5% fines Sands with Fines More than 12%' Cu>4and1<C0< 3c C <4and/or"I >Cu>3c Fines classify as ML or MH Fines classify as CL or CH C">6and 1 <Cu < 3 c C < 6 and/or 1 > Cc> 3 ° Fines classify as ML or MH Fines classify as CL or CH Pt > 7 and plots on or above `A" line) PI < 4 or plots below "A' line1 Liquid limit - oven dried Liquid limit - not dried PI plots on or above "A" line PI plots below "A" lire Liquid limit - oven dried I Liquid limit- not dried Primarily organic matter, dark in color and organic odor Inorganic Organic Inorganic Organic 0.75 < 0.75 Descriptive Terminology of Soil Soils Classification Group Symbol Group Name ° GW Well -graded gravel° GP Poorly graded gravel ° GM Silty gravel atg GC Clayey gravel ° r g SW Well -graded sand h SP Poorly graded sand h SM Silty sandrnh SC Clavev sand rgb CL Lean clay k ML Siltk 1 m OL Organic clay k m " OL Organic silt k I m 4 CH Fat elan k I m MH Elastic silt k I m OH Organic clay k ' m P OH Organic silt k m PT Peat Based on the material passing the 3-inch (75mm) sieve If field sample contained cobbles or boulders, or both, add "with cobbles or boulders or both" to group name C, = Dso/D10 C . = (D30)2 D10 x D60 If soil contains >_15 % sand, add "with sand" to group name Gravels with 5 to 12% fines require dual symbols GW-GM well -graded gravel with silt GW-GC well -graded gravel with clay GP -GM poorly graded gravel with silt GP -GC poorly graded gravel with clay If fines classify as CL-ML, use dual symbol GC -GM or SC-SM If fines are organic, add "with organic fines to group name If soil contains >_15 % gravel, add "with gravel" to group name Sand with 5 to 12% fines require dual symbols SW-SM well -graded sand with silt SW -SC well -graded sand with clay SP-SM poorly graded sand with silt SP-SC poorly graded sand with clay If Atterberg limits plot in hatched area, soil is a CL-ML, silty clay If soil contains 10 to 29% plus No 200, add "with sand" or "with gravel" whichever is predominant If soil contains >_ 30% plus No 200, predominantly sand, add "sandy" to group name If soil contains >_ 30% plus No 200, predominantly gravel, add "gravelly" to group name PI >_ 4 and plots on or above "A" line PI < 4 or plots below "A" line PI plots on or above "A" lines PI plots below "A" line ou 50 • 40 30 - 20 - 10- qJ/f• //f% "tip/� 0) 10 16 20 DD WD MC LL PL PI P200 Dry density, pcf Wet density, pcg Natural moisture content, % Liquid limit, % Plastic limits, % Plasticity index, % % passing 200 sieve i • • MH rd OH ML or OL 30 40 50 60 70 Liquid Limit (LL) Laboratory Tests oc S SG C 0 qu UP 80 90 100 110 Organic content, % Percent of saturation, % Specific gravity Cohesion, psf Angle of internal friction Unconfined compressive strength, psf Pocket penetrometer strength, tsf Standard D 2487 jClassification of Soils for Engineering Purposes (Unified Soil Classification System) Particle Size Identification Boulders over 12" Cobbles 3" to 12" Gravel Coarse 3/4" to 3" Fine No. 4 to 3/4" Sand Coarse No. 4 to No. 10 Medium No. 10 to No. 40 Fine No. 40 to No. 200 Silt <No. 200, PI< 4 or below "A" line Clay <No. 200, PI > 4 and on or about "A" line Relative Density of Cohesionless Soils Very Loose 0 to 4 BPF Loose 5 to 10 BPF Medium dense 11 to 30 PPF Dense 31 to 50 BPF Very dense over 50 BPF Consistency of Cohesive Soils Very soft 0 to 1 BPF Soft 2 to 3 BPF Rather soft 4 to 5 BPF Medium 6 to 8 BPF Rather stiff 9 to 12 BPF Stiff 13 to 16 BPF Very stiff 17 to 30 BPF Hard over 30 BPF Drilling Notes Standard penetration test borings were advanced by 3 1/4" or 6 1/4" ID hollow -stem augers, unless noted otherwise. Jetting water was used to clean out auger prior to sampling only where indicated on logs. All samples were taken with the standard 2" OD split -tube samples, except where noted. Power auger borings were advanced by 4" or 6" diameter continuous flight, solid -stern augers. Soil classifications and strata depths were inferred from disturbed samples augered to the surface, and are therefore, somewhat approximate. Hand auger borings were advanced manually with a 1 1/2" or 3 1/4" diameter auger and were limited to the depth from which the auger could be manually withdrawn. BPF: Numbers indicate blows per foot recorded in standard penetration test, also known as "N" value. The sampler was set 6" into undisturbed soil below the hollow -stem auger. Driving resistances were then counted for second and third 6" increments, and added to get BPF. Where they differed significantly, they are reported in the following form: 2/12 for the second and third 6" increments, respectively. WH: WH indicates the sampler penetrated soil under weight of hammer and rods alone; driving not required. WR: WR indicates the sampler penetrated soil under weight of rods alone; hammer weight, and driving not required. TW: TW indicates thin -walled (undisturbed) tube sample. Note: All tests were run in general accordance with applicable ASTM standards. Rev. 9/15