Showing posts with label #ELONGATION. Show all posts
Showing posts with label #ELONGATION. Show all posts
Monday, October 27, 2014
Thursday, October 23, 2014
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
Thursday, October 16, 2014
Test#9: Determination of Shell Content
Determination of Shell Content ( soft fragment BS - 812 - 1985)
This test method describes the determination of shell content of coarse aggregate
Labels:
#AGGREGATE,
#ASPHALT,
#BEIRUT,
#BUILDING #CONCRETE,
#CIVIL #ENGINEER,
#COAL,
#DESIGN,
#ELONGATION,
#LA,
#LEBANON,
#MATERIAL,
#MIX,
#MOISTURE,
#SAND,
#SHELL,
#SOIL,
#TEST #CONSULTANCY,
#USA,
#WATER
Wednesday, October 15, 2014
Test#8: Coal And Lignite (AASHTO T 113) Lightweight pieces in aggregate ASTM C123
Coal & Lignite ( AASHTO T 113 ) Lightweight pieces in aggregateASTM C123
This test method covers the determination of the percentage of light weight pieces in aggregate by mean of sink float separation in a heavy liquid of suitable specific gravity
Labels:
#AGGREGATE,
#ASPHALT,
#BEIRUT,
#BUILDING #CONCRETE,
#CIVIL #ENGINEER,
#COAL,
#DESIGN,
#ELONGATION,
#GRAVITY,
#LA,
#LEBANON,
#LIGNITE,
#MATERIAL,
#MIX,
#MOISTURE,
#SAND,
#SOIL,
#TEST #CONSULTANCY,
#USA,
#WATER
Test#7: Flakiness And Elongation in accordance to BS 812-1975
Test#7 : Flakiness and Elongation in accordance to BS 812-1975
-This test method describes of the flakiness index of coarse aggregates that are classified as flaky when they have a thickness less than 0.6 of their mean size.-This test method also describes the determination of the elongation of the coarse aggregates that are classified as elongated when they have a length of more than 1.8 of their mean sieve size
Labels:
#ABSORPTION,
#AGGREGATE,
#ASPHALT,
#BEIRUT,
#BUILDING #CONCRETE,
#CIVIL #ENGINEER,
#DESIGN,
#ELONGATION,
#Flakiness,
#GRAVITY,
#LA,
#LEBANON,
#MATERIAL,
#MIX,
#MOISTURE,
#SAND,
#SOIL,
#TEST #CONSULTANCY,
#USA,
#WATER
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