Monday, October 27, 2014
S.test#1 : SandCone
S.Test#1: Density and unit weight of soil (SAND CONE) AASHTo 191 - 93
This test method covers the determination of compaction of the field if it's done by sand cone
Thursday, October 23, 2014
Summary of the First Chapter : MATERIAL TESTING
The core of any civil engineering design is the understanding of the behavioural , physical , and mechanical properties of the materials used .
Today we have finished the " Material testing" category in which we have posted 13 tests , and our NEXT stop is :
" SOIL tests for highway purposes "
A minor reminder of the tests ,that have been posted, in this photo
test#13 Soundness of aggregate ASTM c - 88
Test #13 Soundness of aggregate by sodium sulfate ASTM C - 88
This test method covers the testing of aggregates to estimate their soundness when subjected to weathering action in concrete by repeated immersion in saturated solution of sodium or magnesium followed by oven drying
Labels:
#AGGREGATE,
#ASPHALT,
#BEIRUT,
#BUILDING #CONCRETE,
#CIVIL #ENGINEER,
#DESIGN,
#ELONGATION,
#GRAVITY,
#LA,
#LEBANON,
#MATERIAL,
#MIX,
#MOISTURE,
#SOIL,
#SOUNDNESS,
#TEST #CONSULTANCY,
#USA,
#WATER
Monday, October 20, 2014
Test#12 Material Finer 75 Micron Sieve (ASTM C117-90)
Material finer than 75mi (ASTM C 117-90)
This test method covers determination of the amount of material finer than 75 micron ( No. 200) sieve in aggregate by washing clay particles and other aggregate particles that are dispersed by the wash water as well as the water soluble materials , will be removed from aggregate during test
Labels:
#AGGREGATE,
#ASPHALT,
#BEIRUT,
#BUILDING #CONCRETE,
#CIVIL #ENGINEER,
#COAL,
#DESIGN,
#ELONGATION,
#FITNESS,
#LA,
#LEBANON,
#MATERIAL,
#MIX,
#MOISTURE,
#SAND,
#SIEVE,
#SOIL,
#TEST #CONSULTANCY,
#USA,
#WATER
Saturday, October 18, 2014
Test#11 Fineness Modulus
Determination of fitness modulus on fine aggregate (AASHTO M6)
Fitness Modulus results from a calculation on using data from a sieve analysis. The sieves used for sand are typically the 0.15mm (No.100) 0.30 (No.50) , 0.60mm(No. 30 ) , 1.18mm (No.16) , 2.36mm (No.8) and the 4.75mm (No.4)
Labels:
#AGGREGATE,
#ASPHALT,
#BEIRUT,
#BUILDING #CONCRETE,
#CIVIL #ENGINEER,
#DESIGN,
#ELONGATION,
#FITNESS,
#GRAVITY,
#LA,
#LEBANON,
#MATERIAL,
#MIX,
#MOISTURE,
#SAND,
#SIEVE,
#SOIL,
#TEST #CONSULTANCY,
#USA,
#WATER
Friday, October 17, 2014
Test#10: Clay Lumps and friable particles (AASHTO T 112 - ASTM C 142)
Clay Lumps and friable particles (AASHTO T 112 - ASTM C 142)
This test method covers the approximate determination of clay lumps and friable in natural aggregates
Labels:
#BEIRUT,
#BUILDING #CONCRETE,
#CIVIL #ENGINEER,
#Clay,
#COAL,
#DESIGN,
#ELONGATION,
#friable,
#LA,
#LEBANON,
#LIGNITE,
#MATERIAL,
#MIX,
#MOISTURE,
#particles,
#SAND,
#SOIL,
#TEST #CONSULTANCY,
#USA,
#WATER
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