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ICC Soils Certification Test Questions And Answers 100% Pass.

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©BRIGHTSTARS EXAM SOLUTIONS 10/21/2024 9:24 PM ICC Soils Certification Test Questions And Answers 100% Pass. Well-graded, clean gravels; gravel-sand mixes - answerGW Poorly graded clean gravels; gravel-sand mixes - answerGP silty gravels; poorly graded gravel-sand mixes - answerGM Clayey gravels; poorly graded gravel-and-clay mixes - answerGC well graded clean sands; gravel-sand mixes - answerSW poorly graded clean sand; sand-gravel mixes - answerSP Silty sands; poorly graded sand-silt mixes - answerSM Sand-silt clay mix with plastic fines - answerSM-SC Clayey sands; poorly graded sand-clay mixes - answerSC Inorganic silts and clayey silts - answerML Mixture of inorganic silt and clay - answerML-CL Inorganic clays of low to medium plasticity - answerCL Organic silts and silt clay, low plasticity - answerOL inorganic clayey silts, elastic silts - answerMH Inorganic clays of high plasticity - answerCH organic clays and silt clays - answerOH Types of slope stability - answerDrainage slope reduction or flattening ©BRIGHTSTARS EXAM SOLUTIONS 10/21/2024 9:24 PM structural solutions chemical stabilization what would stabilize a slope that has been effected by seepage water? how does this improve slope stability? - answerSub- drainage, decreases the saturation of the slope when a slope begins at vertical cut what is done to stabilize the slope? - answerremoving the upper portions or head of the slope or landslide is the frequently employed technic for reducing the driving forces that cause the failure to occur what are red lights on a site? - answerlow bearing capacity settlement existing uncontrolled fill slope stability dangerous seismic conditions frost heave constructabilty- piers or piles proposed significate cut or fill groundwater problems foundation red lights - answerdesign not in accordance with geotechnical recommendations foundation location differs from site investigation location foundation plans not adequate or complete low bearing capacity not recognized in footing design compressible or expansive soil on site not anticipated in design water seepage not anticipated in design

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©BRIGHTSTARS EXAM SOLUTIONS
10/21/2024 9:24 PM



ICC Soils Certification Test Questions And
Answers 100% Pass.


Well-graded, clean gravels; gravel-sand mixes - answer✔GW

Poorly graded clean gravels; gravel-sand mixes - answer✔GP

silty gravels; poorly graded gravel-sand mixes - answer✔GM

Clayey gravels; poorly graded gravel-and-clay mixes - answer✔GC

well graded clean sands; gravel-sand mixes - answer✔SW

poorly graded clean sand; sand-gravel mixes - answer✔SP

Silty sands; poorly graded sand-silt mixes - answer✔SM

Sand-silt clay mix with plastic fines - answer✔SM-SC

Clayey sands; poorly graded sand-clay mixes - answer✔SC

Inorganic silts and clayey silts - answer✔ML

Mixture of inorganic silt and clay - answer✔ML-CL

Inorganic clays of low to medium plasticity - answer✔CL

Organic silts and silt clay, low plasticity - answer✔OL

inorganic clayey silts, elastic silts - answer✔MH

Inorganic clays of high plasticity - answer✔CH

organic clays and silt clays - answer✔OH

Types of slope stability - answer✔Drainage
slope reduction or flattening

, ©BRIGHTSTARS EXAM SOLUTIONS
10/21/2024 9:24 PM

structural solutions
chemical stabilization
what would stabilize a slope that has been effected by seepage water? how does this improve
slope stability? - answer✔Sub- drainage, decreases the saturation of the slope

when a slope begins at vertical cut what is done to stabilize the slope? - answer✔removing the
upper portions or head of the slope or landslide is the frequently employed technic for reducing
the driving forces that cause the failure to occur

what are red lights on a site? - answer✔low bearing capacity
settlement
existing uncontrolled fill
slope stability
dangerous seismic conditions
frost heave
constructabilty- piers or piles
proposed significate cut or fill
groundwater problems

foundation red lights - answer✔design not in accordance with geotechnical recommendations


foundation location differs from site investigation location


foundation plans not adequate or complete


low bearing capacity not recognized in footing design


compressible or expansive soil on site not anticipated in design


water seepage not anticipated in design

, ©BRIGHTSTARS EXAM SOLUTIONS
10/21/2024 9:24 PM


seismic conditions not documented properly in design or calculations


provisions dealing with frost heave not included


retaining structures or basement walls without adequate drainage


underfloor crawl space not vented or drained

when should concrete be placed? and what raises red flags in the design? - answer✔within 90
minutes of adding water at the concrete plant


excessive water should not be added at the site, no more the 5 gallons per truck


if air temperatures are higher then 90 degrees and the humidity is less then 25 percent , concrete
may suffer drying shrinkage cracking


concrete should not be placed if air temperatures are 40 degrees and falling unless special cold
weather measures are placed

foundation grades and drainage must dos - answer✔surface water must be directed away from
the foundation area and not be permitted to stand within or adjacent to the work


foundations must have and adequate concrete reveal of 4 to 8 inches before the top of the soil is
encountered


areas around the foundation must slope away to a swale or drainage pipe system that will drain
adequately off site

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