๐Road drainage keeps pavement dry and safe by removing surface and subsurface water; key elements are the road surface (with camber), kerb & gutter, side drains, inlets, storm drains, manholes, and outfalls โ design and maintenance before monsoon are critical in Mangaluru.
Overview
- Purpose: Remove rainwater quickly from the carriageway and subgrade to prevent pavement weakening, potholes, and skidding. Good drainage extends road life and improves safety.
- Two complementary systems: Surface (dewatering/runoff) and subsurface (underdrains/longitudinal drains); both must work together for effective performance.
Components and functions (detailed)
1. Road surface / Pavement โ Provides a smooth, mostly impermeable wearing course and is shaped to shed water. Top layer must be crack-free and properly sloped.
2. Camber (Cross fall) โ Typical slope: 2.5%โ3.0% (crown or one-sided on curves) to move water laterally to gutters/shoulders.
3. Shoulders โ Lateral support and extra width; act as a first path for runoff and emergency use.
4. Kerb / Curb โ Concrete/stone barrier separating carriageway from gutter; channels flow into the gutter and protects pavement edge.
5. Gutter โ Shallow channel along the kerb that collects runoff and directs it to inlets or side drains.
6. Side drain (catch drain / longitudinal drain) โ Collects water from gutters/shoulders and conveys it along the road; may be lined or unlined depending on site.
7. Inlet / Entry chamber (catch basin) โ Intermittent openings that admit surface water into the underground storm system; spacing depends on slope and runoff.
8. Drain (storm water drain / culvert) โ Pipes or lined channels that safely convey collected water to the outfall without damaging the road.
9. Manhole / Inspection chamber โ Access points for inspection, cleaning, and maintenance of underground drains.
10. Outfall / Discharge point โ Final discharge into a natural watercourse, retention pond, or municipal storm system; must avoid erosion at the outlet.
Crossโsection labels (what to check on site)
- Camber (2.5%โ3.0%), Kerb, Gutter, Shoulder, Side drain, Inlet, Manhole, Storm drain, Outfall, Pavement, Subgrade.
Design & maintenance tips (actionable)
- Inspect and clear inlets, gutters, and side drains before and during monsoon.
- Maintain camber and repair surface cracks to prevent infiltration.
- Schedule manhole/inspection chamber cleaning at regular intervals to avoid blockages that create local flooding.
Quick checklist for Mangaluru (preโmonsoon)
- Clear gutters & inlets; remove silt and debris.
- Check kerb integrity and repair broken sections.
- Verify outfall is unobstructed and protected against erosion.
@etconp
Overview
- Purpose: Remove rainwater quickly from the carriageway and subgrade to prevent pavement weakening, potholes, and skidding. Good drainage extends road life and improves safety.
- Two complementary systems: Surface (dewatering/runoff) and subsurface (underdrains/longitudinal drains); both must work together for effective performance.
Components and functions (detailed)
1. Road surface / Pavement โ Provides a smooth, mostly impermeable wearing course and is shaped to shed water. Top layer must be crack-free and properly sloped.
2. Camber (Cross fall) โ Typical slope: 2.5%โ3.0% (crown or one-sided on curves) to move water laterally to gutters/shoulders.
3. Shoulders โ Lateral support and extra width; act as a first path for runoff and emergency use.
4. Kerb / Curb โ Concrete/stone barrier separating carriageway from gutter; channels flow into the gutter and protects pavement edge.
5. Gutter โ Shallow channel along the kerb that collects runoff and directs it to inlets or side drains.
6. Side drain (catch drain / longitudinal drain) โ Collects water from gutters/shoulders and conveys it along the road; may be lined or unlined depending on site.
7. Inlet / Entry chamber (catch basin) โ Intermittent openings that admit surface water into the underground storm system; spacing depends on slope and runoff.
8. Drain (storm water drain / culvert) โ Pipes or lined channels that safely convey collected water to the outfall without damaging the road.
9. Manhole / Inspection chamber โ Access points for inspection, cleaning, and maintenance of underground drains.
10. Outfall / Discharge point โ Final discharge into a natural watercourse, retention pond, or municipal storm system; must avoid erosion at the outlet.
Crossโsection labels (what to check on site)
- Camber (2.5%โ3.0%), Kerb, Gutter, Shoulder, Side drain, Inlet, Manhole, Storm drain, Outfall, Pavement, Subgrade.
Design & maintenance tips (actionable)
- Inspect and clear inlets, gutters, and side drains before and during monsoon.
- Maintain camber and repair surface cracks to prevent infiltration.
- Schedule manhole/inspection chamber cleaning at regular intervals to avoid blockages that create local flooding.
Quick checklist for Mangaluru (preโmonsoon)
- Clear gutters & inlets; remove silt and debris.
- Check kerb integrity and repair broken sections.
- Verify outfall is unobstructed and protected against erosion.
@etconp
โค14
๐Ramp Design & Dimension Details
๐ซA Ramp is a sloping surface used for vehicles to move between different levels safely and smoothly.
๐Important Ramp Design Details
1.Maximum Ramp Slope: Usually limited to 15% for safe vehicle movement.
2.Transition Slope: A smoother transition of about 6% should be provided at the start and end of the ramp.
3.Transition Length:
Recommended around 137 inches (350 cm) for smooth vehicle entry.
๐Correct Ramp Design
โ Smooth transition provided
โ Prevents vehicle bottom touching
โ Comfortable and safe driving
๐Incorrect Ramp Design
โ Sudden steep slope
โ No transition area
โ May damage vehicle underside
๐ทMain Components
โบRamp Surface
โบTransition Zone
โบEntry Point
โบExit Point
โบSlope Section
๐งAdvantages
โบImproves safety
โบReduces vehicle damage
โบProvides smooth movement
โบBetter driving comfort
#RampDesign #DrivewayRamp #CivilEngineering #RoadDesign #VehicleSafety #ConstructionDetails #EngineeringDrawing #RampSlope
@etconp
๐ซA Ramp is a sloping surface used for vehicles to move between different levels safely and smoothly.
๐Important Ramp Design Details
1.Maximum Ramp Slope: Usually limited to 15% for safe vehicle movement.
2.Transition Slope: A smoother transition of about 6% should be provided at the start and end of the ramp.
3.Transition Length:
Recommended around 137 inches (350 cm) for smooth vehicle entry.
๐Correct Ramp Design
โ Smooth transition provided
โ Prevents vehicle bottom touching
โ Comfortable and safe driving
๐Incorrect Ramp Design
โ Sudden steep slope
โ No transition area
โ May damage vehicle underside
๐ทMain Components
โบRamp Surface
โบTransition Zone
โบEntry Point
โบExit Point
โบSlope Section
๐งAdvantages
โบImproves safety
โบReduces vehicle damage
โบProvides smooth movement
โบBetter driving comfort
#RampDesign #DrivewayRamp #CivilEngineering #RoadDesign #VehicleSafety #ConstructionDetails #EngineeringDrawing #RampSlope
@etconp
โค7๐6๐ฅ1
๐แตแ แฎแแตแตแซแญแฝแ แญแแ (Construction Claim)
1) แฎแแตแตแซแญแฝแ แญแแ แแแตแแ?
Construction Claim แแแต แ แฎแแตแตแซแญแฝแ แแฎแแญแต แแตแฅ แจแฎแแตแซแต แแญ แจแฐแแ แจ แฝแแญ แแญแแซแต แฐแจแแช แแแแฅ, แแ, แแญแ แแ แแฅแต แแแ แจแ แจแแแญแฅ แฅแซแ แแแข
2) แแ แแ แจแญแแ แ แญแแถแฝ
1๏ธโฃ แจแแ แญแแ (Time Claim)
แแญแแซแถแฝแก แจแฒแแญแ แแแญแตแฃ แจแแฌแต แฅแแ แแตแฃ แจแ แจแญ แแแณแฃ แจแ แแ (Employer) แแแญแต
แแคแตแก Extension of Time (EOT)
2๏ธโฃ แจแแแแฅ แญแแ (Cost / Monetary Claim)
แแญแแซแถแฝแก Variation, แจแแ แจแแญ, แฐแจแแช แตแซ
แแคแตแก แฐแจแแช แญแแซ
3๏ธโฃ แจแซแชแฌแฝแ แญแแ (Variation Claim)
แจแแแแชแซแ แฒแแญแ/Scope แแญ แตแซ แฒแจแแญ แแญแ แฒแแแต
4๏ธโฃ แจแฒแแญ แญแแ (Delay Claim)
๐แตแซ แฒแแแญ แ แแ แแญแแซแต แฅแแฐแแ แญแแแจแณแ
๐แ แแณแแต แแ Loss & Expense แญแ แจแแ
3) แญแแ แแแ แจแฅ แจแแแแ แฐแแถแฝ
๐แฎแแตแซแต (FIDIC แแญแ แแ)
๐แจแตแซ แแฎแแซแ (Baseline & Updated)
๐Site Instructions / Letters
๐Daily Reports
๐Measurement & BOQ
แจแแช แแตแจแ (Invoices, Payroll)
4) แจแญแแ แแฐแต (แ แ แญแญ)
๐แญแตแฐแฑ แแจแฐแต
๐แ แฎแแตแซแต แจแฐแแแธ แแ แแตแฅ Notice แแแญ
๐แแตแจแ แแฐแฅแฐแฅ
๐แแญแแญ แญแแ แแ แจแฅ
๐แแแแ / แตแแแแต / แญแญแญแญ
5) แญแแ แแแจแแจแ (Claim Avoidance)
๐แแแฝ แฎแแตแซแต
๐แตแญแญแแ แจแตแซ แแแแฅ
๐แแฃแ แแแแแต
@etconp
1) แฎแแตแตแซแญแฝแ แญแแ แแแตแแ?
Construction Claim แแแต แ แฎแแตแตแซแญแฝแ แแฎแแญแต แแตแฅ แจแฎแแตแซแต แแญ แจแฐแแ แจ แฝแแญ แแญแแซแต แฐแจแแช แแแแฅ, แแ, แแญแ แแ แแฅแต แแแ แจแ แจแแแญแฅ แฅแซแ แแแข
2) แแ แแ แจแญแแ แ แญแแถแฝ
1๏ธโฃ แจแแ แญแแ (Time Claim)
แแญแแซแถแฝแก แจแฒแแญแ แแแญแตแฃ แจแแฌแต แฅแแ แแตแฃ แจแ แจแญ แแแณแฃ แจแ แแ (Employer) แแแญแต
แแคแตแก Extension of Time (EOT)
2๏ธโฃ แจแแแแฅ แญแแ (Cost / Monetary Claim)
แแญแแซแถแฝแก Variation, แจแแ แจแแญ, แฐแจแแช แตแซ
แแคแตแก แฐแจแแช แญแแซ
3๏ธโฃ แจแซแชแฌแฝแ แญแแ (Variation Claim)
แจแแแแชแซแ แฒแแญแ/Scope แแญ แตแซ แฒแจแแญ แแญแ แฒแแแต
4๏ธโฃ แจแฒแแญ แญแแ (Delay Claim)
๐แตแซ แฒแแแญ แ แแ แแญแแซแต แฅแแฐแแ แญแแแจแณแ
๐แ แแณแแต แแ Loss & Expense แญแ แจแแ
3) แญแแ แแแ แจแฅ แจแแแแ แฐแแถแฝ
๐แฎแแตแซแต (FIDIC แแญแ แแ)
๐แจแตแซ แแฎแแซแ (Baseline & Updated)
๐Site Instructions / Letters
๐Daily Reports
๐Measurement & BOQ
แจแแช แแตแจแ (Invoices, Payroll)
4) แจแญแแ แแฐแต (แ แ แญแญ)
๐แญแตแฐแฑ แแจแฐแต
๐แ แฎแแตแซแต แจแฐแแแธ แแ แแตแฅ Notice แแแญ
๐แแตแจแ แแฐแฅแฐแฅ
๐แแญแแญ แญแแ แแ แจแฅ
๐แแแแ / แตแแแแต / แญแญแญแญ
5) แญแแ แแแจแแจแ (Claim Avoidance)
๐แแแฝ แฎแแตแซแต
๐แตแญแญแแ แจแตแซ แแแแฅ
๐แแฃแ แแแแแต
@etconp
โค10๐9
๐แ แแตแ แแญ แจแแณแจแ แ แฃแแฎแญแฃ แณแญแแแต แจแแแแ แกแแฆแ แตแแตแญ (Bhumibol Bridge) แแแข แญแ
แตแแตแญ "แจแขแแฑแตแตแช แแแ แต แแแแต แตแแตแญ" (Industrial Ring Road Bridge) แฐแฅแแ แญแ แซแแข
๐งแตแ แตแแตแฉ แ แแณแแต แแแ แแจแแแฝแฆ
๐ท แ แซแฃแขแฆ แ แณแญแแแตแฃ แฃแแฎแญ แแตแฅ แจแแแแแ แจแปแฆ แแซแซ แแแแ (Chao Phraya River) แแแต แแ แซแแญแฃแแข
๐ท แแแ แญแฆ แตแแตแฉ แ แ แแซแซ แฌแฅแแฝ แจแฐแแ แจ แฒแแแฃ แจแ แแแ แ แญแฝ แซแแธแ แฅแ 173 แแตแญ แฅแ 164 แแตแญ แจแแจแแ แแแต แตแแแ แแฐแถแแฝ แ แแตแข
๐ท แณแชแญแฆ แตแแตแฉ แจแฐแฐแจแแ แ แณแญแแแต แจแแตแ แแแฅ แกแแฆแ แ แฑแแซแฐแ (King Bhumibol Adulyadej) แตแ แฒแแแฃ แ แญแ แจแฐแแจแแ แ แณแ แฃแฅ 2006 แ.แ. (แฅแแฐ แ แแฎแแแซแ แ แแฃแ แญ) แแแข
๐ท แแแแฆ แ แฐแกแฅ แฃแแฎแญ แซแแแ แจแตแซแแญ แแจแแแ แแแแแต แฅแ แจแขแแฑแตแตแช แแ แแแฝแ แแแแแแต แณแตแฆ แจแฐแแแฃ แแแข
๐ท แแฉ แแฝแณแฆ แตแแตแฉ แ แแฝแต แ แแซแแแฉ แแฅแซแถแฝ แตแแแ แซ แแจแฐแแ แแ แตแ แจแแฐแฅ แตแแ แแแญแต (landmark) แฐแฐแญแ แญแแฐแณแแข
@etconp
๐งแตแ แตแแตแฉ แ แแณแแต แแแ แแจแแแฝแฆ
๐ท แ แซแฃแขแฆ แ แณแญแแแตแฃ แฃแแฎแญ แแตแฅ แจแแแแแ แจแปแฆ แแซแซ แแแแ (Chao Phraya River) แแแต แแ แซแแญแฃแแข
๐ท แแแ แญแฆ แตแแตแฉ แ แ แแซแซ แฌแฅแแฝ แจแฐแแ แจ แฒแแแฃ แจแ แแแ แ แญแฝ แซแแธแ แฅแ 173 แแตแญ แฅแ 164 แแตแญ แจแแจแแ แแแต แตแแแ แแฐแถแแฝ แ แแตแข
๐ท แณแชแญแฆ แตแแตแฉ แจแฐแฐแจแแ แ แณแญแแแต แจแแตแ แแแฅ แกแแฆแ แ แฑแแซแฐแ (King Bhumibol Adulyadej) แตแ แฒแแแฃ แ แญแ แจแฐแแจแแ แ แณแ แฃแฅ 2006 แ.แ. (แฅแแฐ แ แแฎแแแซแ แ แแฃแ แญ) แแแข
๐ท แแแแฆ แ แฐแกแฅ แฃแแฎแญ แซแแแ แจแตแซแแญ แแจแแแ แแแแแต แฅแ แจแขแแฑแตแตแช แแ แแแฝแ แแแแแแต แณแตแฆ แจแฐแแแฃ แแแข
๐ท แแฉ แแฝแณแฆ แตแแตแฉ แ แแฝแต แ แแซแแแฉ แแฅแซแถแฝ แตแแแ แซ แแจแฐแแ แแ แตแ แจแแฐแฅ แตแแ แแแญแต (landmark) แฐแฐแญแ แญแแฐแณแแข
@etconp
โค14๐2๐2
๐ INTERCON Construction Chemicals
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Wall Putty, Prime Coat
โ Concrete Repair Mortar
โ Floor hardener, Epoxy
โ Grout, Self-level mortar
โ Quartz paint, Contextra
โ Tile Adhesive & Tile Joint Fillers
โ Geotextiles and other construction chemicals and materials
โ๏ธ Tel: 0961955555
๐น Address 1: Signal road, around
Dinberwa Hospital
๐น Addres 2: Wellosefer, Infront of
Dani Plaza
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Wall Putty, Prime Coat
โ Concrete Repair Mortar
โ Floor hardener, Epoxy
โ Grout, Self-level mortar
โ Quartz paint, Contextra
โ Tile Adhesive & Tile Joint Fillers
โ Geotextiles and other construction chemicals and materials
โ๏ธ Tel: 0961955555
๐น Address 1: Signal road, around
Dinberwa Hospital
๐น Addres 2: Wellosefer, Infront of
Dani Plaza
โค4
๐7 Types Of Retaining Wall
๐งฑ Gravity Wall
- Relies on its mass for stability.
- Typically up to 3 m height.
- No steel reinforcement required.
- Best use: Low landscaping and boundary walls.
๐๏ธ Cantilever Wall
- Made of Reinforced Cement Concrete (RCC).
- Suitable for 3โ8 m height.
- Most commonly used type.
- Best use: Residential projects and commercial sites.
๐ฉ Counterfort Wall
- Uses ribs (counterforts) to reduce bending stress.
- Effective for 8 m+ height.
- Requires complex formwork.
- Best use: High retaining heights and heavy load areas.
๐ Sheet Pile Wall
- Thin sheets driven into the ground.
- Can be reused.
- Ideal for waterfront construction.
- Best use: Marinas, docks, and waterfront structures.
โ๏ธ Anchored Wall
- Stabilized with pre-stressed anchors.
- Suitable for deep excavations.
- Common in urban settings.
- Best use: Basements, subways, and urban sites.
๐ง MSE Wall (Mechanically Stabilized Earth Wall)
- Reinforced with geogrids.
- Flexible and durable.
- Widely used in transport infrastructure.
- Best use: Highway embankments and ramps.
๐ฟ Gabion Wall
- Constructed with stone-filled mesh baskets.
- Naturally self-draining.
- Environmentally friendly.
- Best use: Riverbanks, erosion control, and landscaping.
โ Choosing the Right Wall
Factors to consider:
- Height of soil to be retained
- Soil & water conditions
- Space & accessibility
- Cost & durability
#RetainingWalls #ConstructionDesign #StructuralEngineering #Landscaping #Infrastructure #EcoFriendlyDesign
@etconp
๐งฑ Gravity Wall
- Relies on its mass for stability.
- Typically up to 3 m height.
- No steel reinforcement required.
- Best use: Low landscaping and boundary walls.
๐๏ธ Cantilever Wall
- Made of Reinforced Cement Concrete (RCC).
- Suitable for 3โ8 m height.
- Most commonly used type.
- Best use: Residential projects and commercial sites.
๐ฉ Counterfort Wall
- Uses ribs (counterforts) to reduce bending stress.
- Effective for 8 m+ height.
- Requires complex formwork.
- Best use: High retaining heights and heavy load areas.
๐ Sheet Pile Wall
- Thin sheets driven into the ground.
- Can be reused.
- Ideal for waterfront construction.
- Best use: Marinas, docks, and waterfront structures.
โ๏ธ Anchored Wall
- Stabilized with pre-stressed anchors.
- Suitable for deep excavations.
- Common in urban settings.
- Best use: Basements, subways, and urban sites.
๐ง MSE Wall (Mechanically Stabilized Earth Wall)
- Reinforced with geogrids.
- Flexible and durable.
- Widely used in transport infrastructure.
- Best use: Highway embankments and ramps.
๐ฟ Gabion Wall
- Constructed with stone-filled mesh baskets.
- Naturally self-draining.
- Environmentally friendly.
- Best use: Riverbanks, erosion control, and landscaping.
โ Choosing the Right Wall
Factors to consider:
- Height of soil to be retained
- Soil & water conditions
- Space & accessibility
- Cost & durability
#RetainingWalls #ConstructionDesign #StructuralEngineering #Landscaping #Infrastructure #EcoFriendlyDesign
@etconp
โค8
๐Structural Force Diagram Analysis
๐ซThis structural analysis sheet explains how to calculate support reactions, shear force, bending moment, and normal force in a beam.
๐งDifferent loads are converted into force components, and engineering equations are used to draw the structural force diagrams accurately.
๐ฐThese diagrams help engineers understand beam behavior, stability, and load distribution in construction design.
#StructuralAnalysis #CivilEngineering #BeamDesign #ShearForce #BendingMoment #StructuralMechanics #EngineeringNotes #ConstructionEngineering
#BeamCalculation
@etconp
๐ซThis structural analysis sheet explains how to calculate support reactions, shear force, bending moment, and normal force in a beam.
๐งDifferent loads are converted into force components, and engineering equations are used to draw the structural force diagrams accurately.
๐ฐThese diagrams help engineers understand beam behavior, stability, and load distribution in construction design.
#StructuralAnalysis #CivilEngineering #BeamDesign #ShearForce #BendingMoment #StructuralMechanics #EngineeringNotes #ConstructionEngineering
#BeamCalculation
@etconp
๐6โค4
๐Reinforced Concrete Beam Design
๐ซA reinforced concrete beam transfers loads safely between columns and supports structural stability.
๐งThe beam depth and width are commonly estimated using span ratios such as H = L/12 and B = L/24 for preliminary design.
โบAdditional bent-up reinforcement bars are used near supports to resist shear force and top tension in long-span beams.
#RCCBeam #BeamDesign #StructuralEngineering #CivilEngineering #ConcreteBeam #BeamReinforcement #ConstructionDetails #StructuralDesign #EngineeringNotes #ReinforcedConcrete #BeamDetailing #BuildingConstruction #CivilEngineer
@etconp
๐ซA reinforced concrete beam transfers loads safely between columns and supports structural stability.
๐งThe beam depth and width are commonly estimated using span ratios such as H = L/12 and B = L/24 for preliminary design.
โบAdditional bent-up reinforcement bars are used near supports to resist shear force and top tension in long-span beams.
#RCCBeam #BeamDesign #StructuralEngineering #CivilEngineering #ConcreteBeam #BeamReinforcement #ConstructionDetails #StructuralDesign #EngineeringNotes #ReinforcedConcrete #BeamDetailing #BuildingConstruction #CivilEngineer
@etconp
โค10๐8
1. Why is super plasticizer added to concrete?
1. To reduce the quantity of mixing water.
2. To increase the consistency.
3. To reduce the quantity of cement.
4. To increase resistance to freezing an thawing.
Select the correct answer using the codes given below:
a) 1 and 2 b) 2 and 3
c) 1 and 4 d) 1, 4 and 3
2. As per IS Code of Practice, concrete should be cured at
a) 5oC b) 10oC c) 27oC d) 40oC
3. The maximum bulking of sand is likely to occur at a moisture content of
a) 5% b) 8% c) 11% d) 14%
4. Which of the following aggregates gives maximum strength in concrete?
a) Rounded aggregate b) Elongated aggregate
c) Flaky aggregate d) Cubical aggregate
5. Which of the following pairs is not matched correctly with regard to coarse aggregate > 10 mm?
a) Strength - 10 per cent fine
b) Toughness - Impact test
c) Hardness - Abrasion set
d) Specific Gravity - Pyconometer
6. A gauged mortar is obtained by adding which of the following ingredients to cement?
a) Sandstone b) Sand and surkhi
c) Sand and lime d) Surkhi alone
7. Marble is quarried by
a) blasting b) excavating c) heating d) wedging
8. Which of the following stone has maximum % water absorption by volume?
a) Shale b) Granite c) Slate d) Quartzite
9. The chemical used to protect stones in industrial towns is
a) Ba (OH)2 b) CaCl2 c) H2SO4 d) caustic alkalis
10. The temperature range in a cement kiln is
a) 500oC to 1000oC b) 1000oC to 1200oC
c) 1300oC to 1500oC d) 1600oC to 2000oC
11. Which of the following pairs is not matched correctly?
(Cement Test) (Apparatus)
a) Fineness - Nurse and blains b) Consistency - Vicat
c) Soundness - Le-Chatelier d) Specific Gravity - Lea and Nurse
12. Rapid hardening cement attains early strength due to
a) larger proportion of lime grounded finer than normal cement.
b) lesser proportion of lime grounded coarser than normal cement.
c) lesser proportion of lime grounded finer than normal cement.
d) larger proportion of lime grounded coarser than normal cement.
13. Soundness test of cement determines
a) quality of free lime b) ultimate strength
c) durability d) initial setting
14. A first class brick when immersed in cold water for 24 hours should not absorb more than __ % of water of its dry weight.
a) 15% b) 20% c) 22% d) 25%
15. The percentage of alumina in a good brick earth lies between
a) 5% to 10% b) 20% to 30%
c) 50% to 60% d) 70% to 80%
16. Crushing strength of a first class brick should not be less than
a) 35 kg / cm3 b) 70 kg / cm2
c) 105 kg / cm2 d) 140 kg / cm2
17. The temperature at which bricks are burnt varies from:
a) 500oC to 700oC b) 700oC to 1000oC
c) 1000oC to 1200oC d) 1200oC to 1500oC
18. For one cubic metre of brick masonry, the number of modular bricks needed is
a) 400 or less b) 400 to 450
c) 500 to 550 d) 600 to 650
19. Gypsum is used as an admixture in cement grouts for
a) Accelerating the setting time
b) Retarding the setting time
c) Increasing the plasticity
d) Reducing the grout shrinkage
Answers / Key:
1-a; 2-c; 3-a; 4-d; 5-d; 6-c; 7-d; 8-a; 9-a; 10-c; 11-d; 12-a; 13-a; 14-a; 15-b; 16-c; 17-c; 18-c; 19-b
@etconp
1. To reduce the quantity of mixing water.
2. To increase the consistency.
3. To reduce the quantity of cement.
4. To increase resistance to freezing an thawing.
Select the correct answer using the codes given below:
a) 1 and 2 b) 2 and 3
c) 1 and 4 d) 1, 4 and 3
2. As per IS Code of Practice, concrete should be cured at
a) 5oC b) 10oC c) 27oC d) 40oC
3. The maximum bulking of sand is likely to occur at a moisture content of
a) 5% b) 8% c) 11% d) 14%
4. Which of the following aggregates gives maximum strength in concrete?
a) Rounded aggregate b) Elongated aggregate
c) Flaky aggregate d) Cubical aggregate
5. Which of the following pairs is not matched correctly with regard to coarse aggregate > 10 mm?
a) Strength - 10 per cent fine
b) Toughness - Impact test
c) Hardness - Abrasion set
d) Specific Gravity - Pyconometer
6. A gauged mortar is obtained by adding which of the following ingredients to cement?
a) Sandstone b) Sand and surkhi
c) Sand and lime d) Surkhi alone
7. Marble is quarried by
a) blasting b) excavating c) heating d) wedging
8. Which of the following stone has maximum % water absorption by volume?
a) Shale b) Granite c) Slate d) Quartzite
9. The chemical used to protect stones in industrial towns is
a) Ba (OH)2 b) CaCl2 c) H2SO4 d) caustic alkalis
10. The temperature range in a cement kiln is
a) 500oC to 1000oC b) 1000oC to 1200oC
c) 1300oC to 1500oC d) 1600oC to 2000oC
11. Which of the following pairs is not matched correctly?
(Cement Test) (Apparatus)
a) Fineness - Nurse and blains b) Consistency - Vicat
c) Soundness - Le-Chatelier d) Specific Gravity - Lea and Nurse
12. Rapid hardening cement attains early strength due to
a) larger proportion of lime grounded finer than normal cement.
b) lesser proportion of lime grounded coarser than normal cement.
c) lesser proportion of lime grounded finer than normal cement.
d) larger proportion of lime grounded coarser than normal cement.
13. Soundness test of cement determines
a) quality of free lime b) ultimate strength
c) durability d) initial setting
14. A first class brick when immersed in cold water for 24 hours should not absorb more than __ % of water of its dry weight.
a) 15% b) 20% c) 22% d) 25%
15. The percentage of alumina in a good brick earth lies between
a) 5% to 10% b) 20% to 30%
c) 50% to 60% d) 70% to 80%
16. Crushing strength of a first class brick should not be less than
a) 35 kg / cm3 b) 70 kg / cm2
c) 105 kg / cm2 d) 140 kg / cm2
17. The temperature at which bricks are burnt varies from:
a) 500oC to 700oC b) 700oC to 1000oC
c) 1000oC to 1200oC d) 1200oC to 1500oC
18. For one cubic metre of brick masonry, the number of modular bricks needed is
a) 400 or less b) 400 to 450
c) 500 to 550 d) 600 to 650
19. Gypsum is used as an admixture in cement grouts for
a) Accelerating the setting time
b) Retarding the setting time
c) Increasing the plasticity
d) Reducing the grout shrinkage
Answers / Key:
1-a; 2-c; 3-a; 4-d; 5-d; 6-c; 7-d; 8-a; 9-a; 10-c; 11-d; 12-a; 13-a; 14-a; 15-b; 16-c; 17-c; 18-c; 19-b
@etconp
โค25
๐Common Mistakes in Plaster Thickness Control
๐ซWrong plaster thickness can lead to cracks, uneven walls, hollow patches, and poor finishing.
๐ทProper level marking, uniform application, and correct curing are the key steps for durable and smooth plaster work on site.
@etconp
๐ซWrong plaster thickness can lead to cracks, uneven walls, hollow patches, and poor finishing.
๐ทProper level marking, uniform application, and correct curing are the key steps for durable and smooth plaster work on site.
@etconp
โค5๐3
๐แจแฐแฅแจ แแญแแต แ แแฎแแแ แแจแแซ (แคแญแแญแต) แตแซ แแแจแข
แจแขแตแฎแตแซ แ แจแญ แแแแต แจแแแแชแซ แ แจแซแแ แ แตแญแแแข
แจแ แซแฃแขแ แแ แ แจแฐแฅ แแฅแ แแแณ แฒแ แฅแแ แจแแ แจแ แจแ แแฎแแแ แแจแแซ แแฌ แแแฆแต 8/2018 แ.แ แจแแแแชแซแแ แจแแจแซ แ แจแซ แ แตแฌแต แ แตแฐแแแทแแข
แจแแจแซ แ แจแซแ แแณแซแฑแ แฐแจแตแ แ แแฃแญ แแฐแ แ แ แจแซแแฝ แฅแแฐแแแแฉ แฐแแแฟแแข
แจแฐแฅแจ แแญแแต แจแฐแ แ แตแฐแณแฐแญ " แจแ แแฎแแแ แแจแแซแ แแจแแต แจแจแฐแแแ แจแตแซแแตแแญแต แฐแฐแซแฝแแต แจแแปแปแแ แ แแญ แแขแแจแตแตแแแต แแตแแแตแฃ แแฑแชแแ แแแแแตแ แแแแต แตแตแตแญ แจแแฐแ แแ แญแซแแณแแค แฅแแฒแแ แแแฃแถแฝ แ แฒแต แจแฅแซ แแตแ แญแแฅแซแ " แฅแแแข
แแแฆแต 8 แแ 2018 แ/แ
Via TikVah Ethiopia
@etconp
แจแขแตแฎแตแซ แ แจแญ แแแแต แจแแแแชแซ แ แจแซแแ แ แตแญแแแข
แจแ แซแฃแขแ แแ แ แจแฐแฅ แแฅแ แแแณ แฒแ แฅแแ แจแแ แจแ แจแ แแฎแแแ แแจแแซ แแฌ แแแฆแต 8/2018 แ.แ แจแแแแชแซแแ แจแแจแซ แ แจแซ แ แตแฌแต แ แตแฐแแแทแแข
แจแแจแซ แ แจแซแ แแณแซแฑแ แฐแจแตแ แ แแฃแญ แแฐแ แ แ แจแซแแฝ แฅแแฐแแแแฉ แฐแแแฟแแข
แจแฐแฅแจ แแญแแต แจแฐแ แ แตแฐแณแฐแญ " แจแ แแฎแแแ แแจแแซแ แแจแแต แจแจแฐแแแ แจแตแซแแตแแญแต แฐแฐแซแฝแแต แจแแปแปแแ แ แแญ แแขแแจแตแตแแแต แแตแแแตแฃ แแฑแชแแ แแแแแตแ แแแแต แตแตแตแญ แจแแฐแ แแ แญแซแแณแแค แฅแแฒแแ แแแฃแถแฝ แ แฒแต แจแฅแซ แแตแ แญแแฅแซแ " แฅแแแข
แแแฆแต 8 แแ 2018 แ/แ
Via TikVah Ethiopia
@etconp
โค17๐9
When two points of surveying are mutually invisible the following method of ranging is adopted
Anonymous Quiz
13%
Direct ranging
54%
Indirect ranging
20%
Horizontal ranging
13%
Vertical ranging
1โค11๐5
The fixed point whose elevation is known, is called as
Anonymous Quiz
85%
Benchmark
3%
Change point
6%
Reduced level
6%
Station
๐8โค2
The limiting length of an offset does not depend upon
Anonymous Quiz
18%
Accuracy of the work
23%
Method of setting out perpendiculars
26%
Scale of plotting
34%
Indefinite features to be surveyed
๐6โค1
Bearing stiffeners are provided
Anonymous Quiz
9%
At the ends of plate girders
25%
AT THE ends of plate girders and on both faces of the web
17%
At the ends of plate girder and only on one face of the web
50%
At the points of concentrated loads, to protect the web from the direct compressive loads.
๐4โค2๐ฅ2
Coarse grained soils are best compacted by a
Anonymous Quiz
29%
A) drum roller
12%
B) Rubber tyred roller
18%
C) sheepโs foot roller
42%
D) Vibratery roller
โค8
Which one of the following would contain water with the maximum amount of turbidity?
Anonymous Quiz
12%
Lakes
37%
Oceans
43%
Rivers
9%
Wells
๐7โค3๐ฅฐ1