SlideShare a Scribd company logo
1 of 5
Download to read offline
Duhok Polytechnic University
Zakho Technical Institute
Petroleum Department
Scientific Report
Name: Taha Samir Ali
Stage: 2nd
Stage
Subject: Petroleum and Gas Technology2
LAB
Experiment: Standard Test Method for Penetration of
Bituminous Materials D 5-97
Experiment No. : 5
Objective: The objective is to examine the consistency of a
sample of bitumen (asphalt) by determining its penetration.
Theory:
The penetration test provides a measure of the consistency and
hardness of asphalt. Penetration is defined as the distance in
units mm/10 that a standard needle penetrates in a prepared
sample of asphalt under specified conditions of temperature,
load, and time (25°C 100-g load and 5s) Soft asphalt has a high
penetration value, and the hard asphalt has a low penetration
value The consistency is a function of the chemical constituents
of bitumen; the proportions asphaltenes (high molecular weight,
responsible for strength and stiffness), resins (responsible for
adhesion and ductility) and oils (low molecular weight,
responsible for viscosity and fluidity). The type and amount of
these constituents are determined by the source petroleum and
method of processing at the refinery binders with high
penetration numbers (called "soft") are used for cold climates
while with low penetration numbers (called "hard") are used for
warm climates. bitumen softer when heated and harden when
cooled.
Apparatus and Materials Used:
• Penetration Apparatus (Penetrometer) - With holder needle
capable of moving vertically, penetration needle made of straight
hard steel rod, dial to read distance in 0.1 mm and weight of 100
g.
• Sample Container: or glass cylindrical flat-bottomed container,
diameter 55 - 70mm, internal depth 35-45mm.
• Water bath 10 liters capacity thermostatically controlled and
maintained within the temperature of 25 t0.10c.
• Thermometer capable of reading temperature up to 250 0c.
• A sample of asphalt.
Procedure:
• Heat the sample with care, stirring, when possible until it become
sufficiently fluid to pour. Do not heat samples for more than 30
min. Avoid incorporating bubbles into the sample.
• Pour the sample into the sample container to a depth such that,
when cooled to the temperature of test, the depth of the sample
is at least 10 mm greater than the depth to . which the needle is
expected to penetrate.
• Allow the sample to cool in air at a temperature between 15 and
30"C for 1 to 1.5 h then place the container in the water bath (for
1 to 1.5 h) maintained at the prescribed temperature of test
(25o
C).
• For normal tests the precisely dimensioned needle, loaded to 100
+0.05 g, is brought to the surface of the specimen at right angles
(either note the reading of the penetrometer dial or bring the
pointer to zero, quickly release the needle holder and allow the
needle to penetrate the bitumen for S t 0.1 s, while the
temperature of the specimen is maintained at 25 t0.1 oC. The
penetration is measured in tenths of a millimetre (deci millimetre,
d-mm).
• Make at least three determinations on the specimen, A clean
needle is used for each determination. In making repeat
determinations, start each with the tip of the needle at least 10
mm afrom the side of the container and at least 10 mm apart.
Results:
Report to nearest whole unit the average of three penetrations as the
penetration of the sample under test in mm.
Discussion:
1. Report the source and type of bitumen.
-The source is unknown.
2. Specify the conditions of the test (temperature, load,
time).
-The specify condition are Temperature 25 o
C and load is 100g and the
time is 5 sec.
2. Comment on the difference between the highest and
lowest readings and, offer an explanation.
-Actually it depends on the temperature and how much time it was out
of the heater so that’s why see a different in the 1st
Reading 2.6mm and
2nd
Reading 2.8m and the 3rd
Reading .
4.Which hydrocarbons are expected to be found in asphalt?
- The largest percentage of the asphalt components is the percentage of
carbon, where it occupies (70-85%), followed by hydrogen (7-12%),
sulfur (1-7%), oxygen (0-5%) and finally nitrogen (1-0%)

More Related Content

What's hot

Aggregate impact value test experiment
Aggregate impact value test experimentAggregate impact value test experiment
Aggregate impact value test experimentcharith98
 
Laboratory soil compaction test
Laboratory soil compaction testLaboratory soil compaction test
Laboratory soil compaction testAtul Hajong
 
Permeability test
Permeability testPermeability test
Permeability testRaz Azad
 
Compressive Strength of Hydraulic Cement Mortar | Jameel Academy
Compressive Strength of Hydraulic Cement Mortar | Jameel AcademyCompressive Strength of Hydraulic Cement Mortar | Jameel Academy
Compressive Strength of Hydraulic Cement Mortar | Jameel AcademyJameel Academy
 
Normal Consistency and Sitting times of cement paste
Normal Consistency and Sitting times of cement pasteNormal Consistency and Sitting times of cement paste
Normal Consistency and Sitting times of cement pasteHafizullah Sadat
 
Bulk Density & Voids in Aggregate | Jameel Academy
Bulk Density & Voids in Aggregate | Jameel AcademyBulk Density & Voids in Aggregate | Jameel Academy
Bulk Density & Voids in Aggregate | Jameel AcademyJameel Academy
 
How to determine Soundness of cement?
How to determine Soundness of cement?How to determine Soundness of cement?
How to determine Soundness of cement?Civil Insider
 
Determination of Field Density Using Sand Cone Method | Jameel Academy
Determination of Field Density Using Sand Cone Method | Jameel AcademyDetermination of Field Density Using Sand Cone Method | Jameel Academy
Determination of Field Density Using Sand Cone Method | Jameel AcademyJameel Academy
 
Specific gravity of Coarse aggregate
Specific gravity of Coarse  aggregateSpecific gravity of Coarse  aggregate
Specific gravity of Coarse aggregateSarchia Khursheed
 
Proktor compaction
Proktor compactionProktor compaction
Proktor compactionNatalie Ulza
 
Softening point of bitumious
Softening point of bitumiousSoftening point of bitumious
Softening point of bitumiousTaha Samir
 
Ex 6 a field density by core cutter
Ex 6 a field density by core cutterEx 6 a field density by core cutter
Ex 6 a field density by core cutterbhimaji40
 
1-D Consolidation Test
1-D Consolidation Test1-D Consolidation Test
1-D Consolidation TestA K
 
Compaction test of soil ASTM-D698
Compaction test of soil ASTM-D698Compaction test of soil ASTM-D698
Compaction test of soil ASTM-D698JOYTI MABRUK
 
Permeability Test of soil Using Constant and Falling Head Method
Permeability Test of soil Using Constant and Falling Head MethodPermeability Test of soil Using Constant and Falling Head Method
Permeability Test of soil Using Constant and Falling Head MethodJameel Academy
 

What's hot (20)

Aggregate impact value test experiment
Aggregate impact value test experimentAggregate impact value test experiment
Aggregate impact value test experiment
 
Laboratory soil compaction test
Laboratory soil compaction testLaboratory soil compaction test
Laboratory soil compaction test
 
Permeability test
Permeability testPermeability test
Permeability test
 
5 compressive strength of cement
5 compressive strength of cement5 compressive strength of cement
5 compressive strength of cement
 
Compressive Strength of Hydraulic Cement Mortar | Jameel Academy
Compressive Strength of Hydraulic Cement Mortar | Jameel AcademyCompressive Strength of Hydraulic Cement Mortar | Jameel Academy
Compressive Strength of Hydraulic Cement Mortar | Jameel Academy
 
Normal Consistency and Sitting times of cement paste
Normal Consistency and Sitting times of cement pasteNormal Consistency and Sitting times of cement paste
Normal Consistency and Sitting times of cement paste
 
Bulk Density & Voids in Aggregate | Jameel Academy
Bulk Density & Voids in Aggregate | Jameel AcademyBulk Density & Voids in Aggregate | Jameel Academy
Bulk Density & Voids in Aggregate | Jameel Academy
 
Aggregate crushing strength test
Aggregate crushing strength testAggregate crushing strength test
Aggregate crushing strength test
 
How to determine Soundness of cement?
How to determine Soundness of cement?How to determine Soundness of cement?
How to determine Soundness of cement?
 
Determination of Field Density Using Sand Cone Method | Jameel Academy
Determination of Field Density Using Sand Cone Method | Jameel AcademyDetermination of Field Density Using Sand Cone Method | Jameel Academy
Determination of Field Density Using Sand Cone Method | Jameel Academy
 
Fineness of cement test
Fineness of cement testFineness of cement test
Fineness of cement test
 
Compaction Factor Test
Compaction Factor TestCompaction Factor Test
Compaction Factor Test
 
Specific gravity of Coarse aggregate
Specific gravity of Coarse  aggregateSpecific gravity of Coarse  aggregate
Specific gravity of Coarse aggregate
 
Proktor compaction
Proktor compactionProktor compaction
Proktor compaction
 
Softening point of bitumious
Softening point of bitumiousSoftening point of bitumious
Softening point of bitumious
 
Specific Gravity of Cement
Specific Gravity of CementSpecific Gravity of Cement
Specific Gravity of Cement
 
Ex 6 a field density by core cutter
Ex 6 a field density by core cutterEx 6 a field density by core cutter
Ex 6 a field density by core cutter
 
1-D Consolidation Test
1-D Consolidation Test1-D Consolidation Test
1-D Consolidation Test
 
Compaction test of soil ASTM-D698
Compaction test of soil ASTM-D698Compaction test of soil ASTM-D698
Compaction test of soil ASTM-D698
 
Permeability Test of soil Using Constant and Falling Head Method
Permeability Test of soil Using Constant and Falling Head MethodPermeability Test of soil Using Constant and Falling Head Method
Permeability Test of soil Using Constant and Falling Head Method
 

Similar to Penetration of bitumious

PENETRATION TEST ON BITUMINOUS MATERIALS.
PENETRATION TEST ON BITUMINOUS MATERIALS.PENETRATION TEST ON BITUMINOUS MATERIALS.
PENETRATION TEST ON BITUMINOUS MATERIALS.Sayed Sajid H.Zidani
 
saikumar ffr 4 c-1.pptx
saikumar ffr 4 c-1.pptxsaikumar ffr 4 c-1.pptx
saikumar ffr 4 c-1.pptxSaiTeja206178
 
Tests of cement in concrete technology
Tests of cement in concrete technologyTests of cement in concrete technology
Tests of cement in concrete technologySunny Saha
 
PPT on Mdpe inspection.pptx
PPT on Mdpe inspection.pptxPPT on Mdpe inspection.pptx
PPT on Mdpe inspection.pptxHimanshu Shukla
 
EXPERIMENT PARAMETERS OF DIFFERENTIAL SCANNING CALORIMETRY (DSC)
EXPERIMENT PARAMETERS OF DIFFERENTIAL SCANNING CALORIMETRY (DSC)EXPERIMENT PARAMETERS OF DIFFERENTIAL SCANNING CALORIMETRY (DSC)
EXPERIMENT PARAMETERS OF DIFFERENTIAL SCANNING CALORIMETRY (DSC)Shikha Popali
 
Quality control lab
Quality control labQuality control lab
Quality control labRaja Katoch
 
production tests aging of bitumen and modified Bitumen
production tests aging of bitumen and modified Bitumen production tests aging of bitumen and modified Bitumen
production tests aging of bitumen and modified Bitumen Abhijeet Bhosale
 
10810 60 thermal stability
10810 60 thermal stability10810 60 thermal stability
10810 60 thermal stabilitySamsher Singh
 
Asphalt Mixture Testing
Asphalt Mixture Testing Asphalt Mixture Testing
Asphalt Mixture Testing Osama Nasri
 
Fineness air permeability final (1)
Fineness air permeability final (1)Fineness air permeability final (1)
Fineness air permeability final (1)Dave Madhav
 
Environmental Factors Affecting Drying Time on Plastic and Potential Issues A...
Environmental Factors Affecting Drying Time on Plastic and Potential Issues A...Environmental Factors Affecting Drying Time on Plastic and Potential Issues A...
Environmental Factors Affecting Drying Time on Plastic and Potential Issues A...Kazimierz Murzyn
 
Viscosity test of bitumen
Viscosity test of bitumenViscosity test of bitumen
Viscosity test of bitumenAmrit pandit
 
Quality control of packaging material.pptx
Quality control of packaging material.pptxQuality control of packaging material.pptx
Quality control of packaging material.pptxEasy Concept
 

Similar to Penetration of bitumious (20)

PENETRATION TEST ON BITUMINOUS MATERIALS.
PENETRATION TEST ON BITUMINOUS MATERIALS.PENETRATION TEST ON BITUMINOUS MATERIALS.
PENETRATION TEST ON BITUMINOUS MATERIALS.
 
Ii cycle
Ii cycleIi cycle
Ii cycle
 
saikumar ffr 4 c-1.pptx
saikumar ffr 4 c-1.pptxsaikumar ffr 4 c-1.pptx
saikumar ffr 4 c-1.pptx
 
Penetration test of bitumen
Penetration test of bitumenPenetration test of bitumen
Penetration test of bitumen
 
Tests of cement in concrete technology
Tests of cement in concrete technologyTests of cement in concrete technology
Tests of cement in concrete technology
 
PPT on Mdpe inspection.pptx
PPT on Mdpe inspection.pptxPPT on Mdpe inspection.pptx
PPT on Mdpe inspection.pptx
 
EXPERIMENT PARAMETERS OF DIFFERENTIAL SCANNING CALORIMETRY (DSC)
EXPERIMENT PARAMETERS OF DIFFERENTIAL SCANNING CALORIMETRY (DSC)EXPERIMENT PARAMETERS OF DIFFERENTIAL SCANNING CALORIMETRY (DSC)
EXPERIMENT PARAMETERS OF DIFFERENTIAL SCANNING CALORIMETRY (DSC)
 
AASHTO T283.pdf
AASHTO T283.pdfAASHTO T283.pdf
AASHTO T283.pdf
 
thermal_properties..ppt
thermal_properties..pptthermal_properties..ppt
thermal_properties..ppt
 
Quality control lab
Quality control labQuality control lab
Quality control lab
 
production tests aging of bitumen and modified Bitumen
production tests aging of bitumen and modified Bitumen production tests aging of bitumen and modified Bitumen
production tests aging of bitumen and modified Bitumen
 
10810 60 thermal stability
10810 60 thermal stability10810 60 thermal stability
10810 60 thermal stability
 
Asphalt Mixture Testing
Asphalt Mixture Testing Asphalt Mixture Testing
Asphalt Mixture Testing
 
Fineness air permeability final (1)
Fineness air permeability final (1)Fineness air permeability final (1)
Fineness air permeability final (1)
 
Environmental Factors Affecting Drying Time on Plastic and Potential Issues A...
Environmental Factors Affecting Drying Time on Plastic and Potential Issues A...Environmental Factors Affecting Drying Time on Plastic and Potential Issues A...
Environmental Factors Affecting Drying Time on Plastic and Potential Issues A...
 
Viscosity test of bitumen
Viscosity test of bitumenViscosity test of bitumen
Viscosity test of bitumen
 
Astm (Asphalt)
Astm (Asphalt)Astm (Asphalt)
Astm (Asphalt)
 
Quality control of packaging material.pptx
Quality control of packaging material.pptxQuality control of packaging material.pptx
Quality control of packaging material.pptx
 
Thermtest TLS-100
Thermtest TLS-100Thermtest TLS-100
Thermtest TLS-100
 
Fastness testing of fabric
Fastness testing  of fabric Fastness testing  of fabric
Fastness testing of fabric
 

More from Taha Samir

Mixed Melting Point
Mixed Melting Point Mixed Melting Point
Mixed Melting Point Taha Samir
 
Melting Point
Melting Point Melting Point
Melting Point Taha Samir
 
Saybolt viscosity
Saybolt viscositySaybolt viscosity
Saybolt viscosityTaha Samir
 
kinematic viscosity
 kinematic viscosity kinematic viscosity
kinematic viscosityTaha Samir
 

More from Taha Samir (6)

Boiling Point
 Boiling Point  Boiling Point
Boiling Point
 
Mixed Melting Point
Mixed Melting Point Mixed Melting Point
Mixed Melting Point
 
Melting Point
Melting Point Melting Point
Melting Point
 
Saybolt viscosity
Saybolt viscositySaybolt viscosity
Saybolt viscosity
 
Pour point
Pour pointPour point
Pour point
 
kinematic viscosity
 kinematic viscosity kinematic viscosity
kinematic viscosity
 

Recently uploaded

Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur High Profile
 
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls in Nagpur High Profile
 
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...Dr.Costas Sachpazis
 
UNIT-III FMM. DIMENSIONAL ANALYSIS
UNIT-III FMM.        DIMENSIONAL ANALYSISUNIT-III FMM.        DIMENSIONAL ANALYSIS
UNIT-III FMM. DIMENSIONAL ANALYSISrknatarajan
 
(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service
(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service
(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Serviceranjana rawat
 
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)Suman Mia
 
UNIT-V FMM.HYDRAULIC TURBINE - Construction and working
UNIT-V FMM.HYDRAULIC TURBINE - Construction and workingUNIT-V FMM.HYDRAULIC TURBINE - Construction and working
UNIT-V FMM.HYDRAULIC TURBINE - Construction and workingrknatarajan
 
Introduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxIntroduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxupamatechverse
 
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...ranjana rawat
 
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...Christo Ananth
 
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...Soham Mondal
 
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVHARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVRajaP95
 
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptxDecoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptxJoão Esperancinha
 
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130Suhani Kapoor
 
Microscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptxMicroscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptxpurnimasatapathy1234
 
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...ranjana rawat
 
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur EscortsCall Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur High Profile
 
(PRIYA) Rajgurunagar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(PRIYA) Rajgurunagar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(PRIYA) Rajgurunagar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(PRIYA) Rajgurunagar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...ranjana rawat
 

Recently uploaded (20)

Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Suman Call 7001035870 Meet With Nagpur Escorts
 
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
 
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
 
UNIT-III FMM. DIMENSIONAL ANALYSIS
UNIT-III FMM.        DIMENSIONAL ANALYSISUNIT-III FMM.        DIMENSIONAL ANALYSIS
UNIT-III FMM. DIMENSIONAL ANALYSIS
 
(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service
(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service
(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service
 
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
 
UNIT-V FMM.HYDRAULIC TURBINE - Construction and working
UNIT-V FMM.HYDRAULIC TURBINE - Construction and workingUNIT-V FMM.HYDRAULIC TURBINE - Construction and working
UNIT-V FMM.HYDRAULIC TURBINE - Construction and working
 
Introduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxIntroduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptx
 
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANJALI) Dange Chowk Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
 
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
 
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
 
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IVHARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
 
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptxDecoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
Decoding Kotlin - Your guide to solving the mysterious in Kotlin.pptx
 
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
 
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
 
Microscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptxMicroscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptx
 
Roadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and RoutesRoadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and Routes
 
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(ANVI) Koregaon Park Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
 
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur EscortsCall Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
Call Girls Service Nagpur Tanvi Call 7001035870 Meet With Nagpur Escorts
 
(PRIYA) Rajgurunagar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(PRIYA) Rajgurunagar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...(PRIYA) Rajgurunagar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
(PRIYA) Rajgurunagar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pun...
 

Penetration of bitumious

  • 1. Duhok Polytechnic University Zakho Technical Institute Petroleum Department Scientific Report Name: Taha Samir Ali Stage: 2nd Stage Subject: Petroleum and Gas Technology2 LAB Experiment: Standard Test Method for Penetration of Bituminous Materials D 5-97 Experiment No. : 5
  • 2. Objective: The objective is to examine the consistency of a sample of bitumen (asphalt) by determining its penetration. Theory: The penetration test provides a measure of the consistency and hardness of asphalt. Penetration is defined as the distance in units mm/10 that a standard needle penetrates in a prepared sample of asphalt under specified conditions of temperature, load, and time (25°C 100-g load and 5s) Soft asphalt has a high penetration value, and the hard asphalt has a low penetration value The consistency is a function of the chemical constituents of bitumen; the proportions asphaltenes (high molecular weight, responsible for strength and stiffness), resins (responsible for adhesion and ductility) and oils (low molecular weight, responsible for viscosity and fluidity). The type and amount of these constituents are determined by the source petroleum and method of processing at the refinery binders with high penetration numbers (called "soft") are used for cold climates while with low penetration numbers (called "hard") are used for warm climates. bitumen softer when heated and harden when cooled.
  • 3. Apparatus and Materials Used: • Penetration Apparatus (Penetrometer) - With holder needle capable of moving vertically, penetration needle made of straight hard steel rod, dial to read distance in 0.1 mm and weight of 100 g. • Sample Container: or glass cylindrical flat-bottomed container, diameter 55 - 70mm, internal depth 35-45mm. • Water bath 10 liters capacity thermostatically controlled and maintained within the temperature of 25 t0.10c. • Thermometer capable of reading temperature up to 250 0c. • A sample of asphalt. Procedure: • Heat the sample with care, stirring, when possible until it become sufficiently fluid to pour. Do not heat samples for more than 30 min. Avoid incorporating bubbles into the sample. • Pour the sample into the sample container to a depth such that, when cooled to the temperature of test, the depth of the sample is at least 10 mm greater than the depth to . which the needle is expected to penetrate. • Allow the sample to cool in air at a temperature between 15 and 30"C for 1 to 1.5 h then place the container in the water bath (for 1 to 1.5 h) maintained at the prescribed temperature of test (25o C).
  • 4. • For normal tests the precisely dimensioned needle, loaded to 100 +0.05 g, is brought to the surface of the specimen at right angles (either note the reading of the penetrometer dial or bring the pointer to zero, quickly release the needle holder and allow the needle to penetrate the bitumen for S t 0.1 s, while the temperature of the specimen is maintained at 25 t0.1 oC. The penetration is measured in tenths of a millimetre (deci millimetre, d-mm). • Make at least three determinations on the specimen, A clean needle is used for each determination. In making repeat determinations, start each with the tip of the needle at least 10 mm afrom the side of the container and at least 10 mm apart. Results: Report to nearest whole unit the average of three penetrations as the penetration of the sample under test in mm. Discussion: 1. Report the source and type of bitumen. -The source is unknown. 2. Specify the conditions of the test (temperature, load, time). -The specify condition are Temperature 25 o C and load is 100g and the time is 5 sec.
  • 5. 2. Comment on the difference between the highest and lowest readings and, offer an explanation. -Actually it depends on the temperature and how much time it was out of the heater so that’s why see a different in the 1st Reading 2.6mm and 2nd Reading 2.8m and the 3rd Reading . 4.Which hydrocarbons are expected to be found in asphalt? - The largest percentage of the asphalt components is the percentage of carbon, where it occupies (70-85%), followed by hydrogen (7-12%), sulfur (1-7%), oxygen (0-5%) and finally nitrogen (1-0%)