Production of Concrete | Concrete Technology for JKSSB Civil | Civil Engineering Guide

๐Ÿ“… Updated: July 2025 | ๐Ÿ“ Relevant for JKSSB JE Civil, AE, SSC JE & other state-level exams


๐Ÿ“Œ Introduction

Concrete is the most widely used construction material across the globe due to its versatility, durability, and cost-effectiveness. It plays a vital role in the construction of buildings, bridges, dams, pavements, and numerous infrastructure projects. The quality and performance of concrete depend significantly on the accuracy and efficiency of its production process, which involves a series of well-defined steps. From precise measurement of materials (batching) to mixing, transporting, placing, compacting, finishing, and curing โ€” each stage must be performed with care. For civil engineers and aspirants of competitive exams like JKSSB JE Civil, a clear understanding of the concrete production process is not just essential for exam preparation but also for practical fieldwork and ensuring structural safety in real-world projects.


๐Ÿ” Why this topic matters in JKSSB & other Civil Engineering Exams?

  • Frequently asked in JKSSB JE Civil technical papers.
  • Important for practical site knowledge & interviews.
  • Direct questions from mixing, batching, curing processes.

๐Ÿ”ง Stages of Concrete Production

Concrete production involves several critical steps to ensure uniformity, strength, and durability.


1. Batching of Materials

๐Ÿ” What is Batching?

Batching is the process of measuring and proportioning the materials (cement, sand, coarse aggregates, water, and admixtures) to prepare concrete as per the required mix design. Proper batching ensures the right quantity of each ingredient, directly affecting strength, workability, durability, and overall performance of concrete.


๐ŸŽฏ Objectives of Batching

  • To achieve the desired concrete mix proportions.
  • To maintain uniformity and consistency across all batches.
  • To control the water-cement ratio for targeted strength.
  • To avoid overuse or wastage of materials.
  • To ensure quality assurance as per IS 456:2000 and IS 4926:2003.

๐Ÿ”ง Types of Batching

Batching is primarily classified into two types:


1๏ธโƒฃ Volume Batching

  • In this method, materials are measured by volume using gauge boxes, pans, or containers.
  • It is a traditional and economical method used in small-scale works or rural projects.

๐Ÿ“Œ Procedure:

  • Use a standard gauge box (dimensions: 30 cm ร— 30 cm ร— 38 cm โ‰ˆ 1 cubic foot).
  • Measure sand and aggregates using these boxes.
  • Water is added in liters using buckets or containers.

โš ๏ธ Disadvantages:

  • Inaccurate due to moisture content, voids in aggregates, and inconsistent box filling.
  • Leads to variation in strength and workability.
  • Not recommended for structural or RMC work.

โœ… JKSSB Tip: Volume batching is not used for important RCC works due to inaccuracy.


2๏ธโƒฃ Weight Batching (Gravimetric Batching)

  • In this method, materials are weighed using digital or mechanical weighing machines.
  • It is the most accurate and reliable method, used in medium and large-scale construction and Ready-Mix Concrete (RMC) plants.

๐Ÿ“Œ Procedure:

  • All materials are weighed separately as per mix design (e.g., M20: 1:1.5:3).
  • Weighing can be done manually or using automated batching plants.
  • Water is added by volume or weight using a flow meter.

โœ… Advantages:

  • Accurate proportioning of ingredients.
  • Ensures consistent concrete quality.
  • Facilitates use of admixtures and precise control of water content.
  • Compatible with IS Code recommendations.

โœ… IS 4926:2003 mandates weight batching in RMC.


๐Ÿ—๏ธ Batching Plants

Modern construction uses automated batching plants which:

  • Weigh all ingredients automatically.
  • Control water-cement ratio digitally.
  • Store mix data for quality control.

There are two types:

  1. Stationary Batching Plants โ€“ used for large fixed sites like bridges, metro, industrial buildings.
  2. Mobile Batching Plants โ€“ used for road works, temporary sites.

๐Ÿ“Š Example โ€“ Mix Design for M20 (1:1.5:3)

MaterialQuantity per mยณ (approx.)
Cement400 kg
Sand (FA)600 kg
Coarse Agg.1200 kg
Water160 liters (W/C = 0.40)

๐Ÿ“Œ Common Errors in Batching

MistakeConsequence
Using volume instead of weightVariation in mix proportions
Ignoring moisture in aggregatesAlters water-cement ratio
Inconsistent container fillingInaccurate volume batching
Manual errors in measurementUneven concrete quality

โœ… JKSSB Exam Highlights:

  • Which method of batching is more accurate? โ†’ โœ”๏ธ Weight Batching
  • Gauge box is used in which method? โ†’ โœ”๏ธ Volume Batching
  • IS Code for RMC batching? โ†’ โœ”๏ธ IS 4926:2003
  • Main aim of batching? โ†’ โœ”๏ธ To ensure correct proportion of ingredients

๐Ÿง  Pro Tips for Field Work:

  • Always check calibration of weighing equipment.
  • Adjust water for moisture present in aggregates.
  • For important RCC works, always prefer weight batching.
  • Use color coding or labeling on weigh bins in automated plants for safety and accuracy.

2. Mixing of Concrete

Mixing is the process of thoroughly combining the ingredientsโ€”cement, sand (fine aggregate), coarse aggregates, water, and admixturesโ€”to produce a uniform, workable, and cohesive concrete mix. Proper mixing ensures that each particle of aggregate is fully coated with cement paste, and the mixture is homogeneous, leading to consistent quality, improved strength, and better durability.

๐ŸŽฏ Objectives of Mixing:

  • To ensure uniform distribution of cement, water, and aggregates.
  • To achieve the desired workability and cohesiveness.
  • To prevent issues like segregation and bleeding.
  • To develop targeted strength and durability properties of the mix.

๐Ÿ› ๏ธ Methods of Mixing

There are two main methods of mixing concrete, each suited for different scales of work:


1๏ธโƒฃ Hand Mixing

  • Used for small-scale works or where concrete demand is low.
  • Materials are placed on a watertight platform or sheet (usually iron sheet or masonry platform).
  • Mixing is done manually with shovels in dry form first, followed by gradual addition of water.
  • Not recommended for structural concrete due to inconsistent mixing.

โœ… Precautions:

  • Mix dry materials first thoroughly before adding water.
  • Use fixed water content and avoid excessive water.
  • Complete mixing in two turns or more to ensure uniformity.

2๏ธโƒฃ Machine Mixing

  • Suitable for medium to large-scale construction.
  • Done using mechanical mixers (drum type or pan type).
  • Offers faster and more uniform mixing.
  • Reduces labor cost and increases productivity.
Types of Mixers:
Type of MixerDescription
Tilting MixerDrum tilts for discharging the mix. Easy to clean. Ideal for small batches.
Non-Tilting MixerMixes by rotating a drum with fixed position. Used in site batching plants.
Pan MixerCircular pan rotates with fixed blades. Common in precast work.
Reversing Drum MixerMixes in one direction, discharges in another. Automatic operation.

โœ… JKSSB Tip: Most modern construction uses machine mixing for better consistency and efficiency.


3๏ธโƒฃ Ready Mix Concrete (RMC)

  • Concrete is prepared at a central batching plant and transported to the site using transit mixers.
  • Ensures high-quality control, accurate proportioning, and consistency.
  • Saves time and space at construction site.
  • Used in large infrastructure projects like metro, highways, industrial buildings, etc.
Advantages of RMC:
  • Eliminates need for on-site mixing.
  • Reduces labor and storage space.
  • Ensures better quality and speed of construction.

โณ Mixing Time

  • Hand Mixing: ~5โ€“10 minutes depending on batch size.
  • Machine Mixing: ~1.5 to 2 minutes per batch.
  • Excessive mixing may lead to loss of workability and segregation.
  • Insufficient mixing results in pockets of unmixed materials.

โœ… IS Code Reference: As per IS 456:2000, the mixing should ensure a uniform color and consistency throughout the batch.


โ— Common Mistakes to Avoid

  • Adding water arbitrarily during mixing (affects water-cement ratio).
  • Mixing for too short or too long durations.
  • Using contaminated or dirty equipment.
  • Overloading the mixer beyond its capacity.

๐Ÿ“˜ Field Insight

In construction sites, trial mixes are performed before large-scale production to determine the optimum mixing time, workability, and strength. Field engineers must supervise the mixing process to ensure compliance with the mix design specifications.


3. Transportation of Concrete

After mixing, concrete must be transported quickly to the site before it starts setting.

๐Ÿš› Methods of Transportation:

  • Wheelbarrows, Pan buckets
  • Transit mixers
  • Belt conveyors
  • Pumping

๐Ÿ•ฑ๏ธ Time Limit: Transportation should be completed within 30 minutes of mixing (for OPC).


4. Placing of Concrete

๐Ÿ” What is Concrete Placing?

Placing of concrete refers to the process of transporting and depositing fresh concrete into its final position in the formwork, mold, or construction area without segregation and within the initial setting time. Proper placing ensures that the concrete fills all spaces, covers reinforcement, and forms a dense, durable structure.


๐ŸŽฏ Objectives of Concrete Placing

  • To ensure uniform distribution and compaction of concrete.
  • To prevent segregation of aggregates and loss of cement paste.
  • To maintain proper bond with reinforcement and embedded items.
  • To achieve maximum strength and durability.
  • To avoid cold joints and honeycombing.

๐Ÿ“Œ Key Principles of Concrete Placing

  1. Timely Placement:
    Concrete should be placed within 30 minutes of mixing (as per IS 456:2000) to avoid initial setting.
  2. Height Control:
    The free fall of concrete should not exceed 1.5 meters to prevent segregation.
  3. Layer-wise Placement:
    Concrete should be placed in layers of 15โ€“30 cm thickness and compacted layer by layer.
  4. Continuous Work:
    Avoid unnecessary delays during placement to prevent cold joints.

๐Ÿ—๏ธ Methods of Placing Concrete

1๏ธโƒฃ Manual Placement

  • Commonly used in small-scale works.
  • Carried out using buckets, pans, wheelbarrows, or shovels.
  • Suitable for house foundations, slabs, and small RCC works.

2๏ธโƒฃ Chute Placement

  • Concrete slides down through an inclined chute.
  • Used when placing concrete from higher levels to lower areas.
  • Ensure gentle slope (1:2 to 1:3) to prevent segregation.

3๏ธโƒฃ Bucket and Ropeway

  • Used in remote sites or inaccessible areas like hilly terrains.
  • Concrete is carried in buckets suspended from ropeways.
  • Ideal for bridge piers or deep foundations.

4๏ธโƒฃ Pumping Method

  • Most efficient and commonly used in modern construction.
  • Concrete is transported via pipeline using a concrete pump.
  • Can deliver concrete up to 100 m vertically and 300 m horizontally.
  • Used in high-rise buildings, bridges, and RMC sites.

5๏ธโƒฃ Tremie Method

  • Used for underwater concreting, such as in piles or cofferdams.
  • Concrete is poured through a tremie pipe (300mm diameter) without direct contact with water.

6๏ธโƒฃ Conveyor Belts and Crane Buckets

  • Used for large pours or inaccessible zones.
  • Crane buckets lift concrete vertically and pour it at the required location.

๐Ÿ“‹ Checklist During Placing

AspectRequirement
TimeWithin initial setting time (~30 mins)
Drop heightMax 1.5 m to prevent segregation
Layer thickness15 cm to 30 cm per layer
CompactionImmediate after placing
Formwork checkEnsure clean, tight, and leak-proof form
Reinforcement coverageMaintain minimum cover (20โ€“50 mm)

๐Ÿ”ง Common Defects Due to Poor Placing

DefectCause
HoneycombingImproper compaction or bad placing
Cold jointsDelay in placing next concrete layer
SegregationDropping concrete from high height
Void formationInsufficient compaction

๐Ÿ“Œ JKSSB Exam-Based Quick Facts

  • Max free fall height for concrete? โ†’ โœ”๏ธ 1.5 meters
  • Method used for underwater concreting? โ†’ โœ”๏ธ Tremie method
  • Pumping method used for? โ†’ โœ”๏ธ High-rise and large-scale projects
  • Best practice during placing? โ†’ โœ”๏ธ Layer-wise placement with compaction

๐Ÿง  Field Tips for Better Concrete Placing

  • Always place concrete close to its final positionโ€”avoid dragging.
  • Ensure formwork is rigid and doesnโ€™t leak cement slurry.
  • Do not pour concrete over reinforcement from high above.
  • Compact immediately after placing using vibrators or rods.
  • For large pours, use construction joints at suitable intervals.

5. Compaction of Concrete

๐Ÿ“˜ What is Compaction?

Compaction of concrete is the process of eliminating air voids from freshly placed concrete and packing the particles closely together to increase its density, strength, durability, and bond with reinforcement.

Inadequate compaction can lead to serious structural defects like honeycombing, low strength, porous zones, and corrosion of steel reinforcement.


๐ŸŽฏ Objectives of Compaction

  • Remove entrapped air (can be up to 5โ€“20% in volume).
  • Achieve maximum density and strength.
  • Ensure good bond with steel reinforcement.
  • Prevent voids, honeycombs, and weak zones.
  • Improve durability and impermeability.

โš™๏ธ Methods of Compaction

1๏ธโƒฃ Hand Compaction (Manual)

Used in small-scale works or where vibrators are not available.

Techniques:

  • Rodding: Inserting steel rods repeatedly into concrete layers.
  • Tamping: Tapping surface with tamping rods or wooden floats.
  • Ramming: Compacting concrete by pounding with rammers (used in PCC).

Best suited for:

  • Slabs, footings, and thin sections.
  • When the slump is medium to high (50โ€“100 mm).

2๏ธโƒฃ Mechanical Compaction (Vibration)

Essential for dense and low-slump concrete in structural works.

Types of Vibrators:

TypeDescriptionUsage
Internal Vibrator (Needle Vibrator)A steel probe (needle) inserted into concrete.RCC Columns, Beams, Slabs
Formwork VibratorAttached to the outer surface of formwork.Precast concrete, thin walls
Table VibratorPlatform vibrates while casting.Precast elements, tiles
Surface VibratorUsed on concrete surfaces.Pavements, thin slabs

Internal vibrator frequency: ~7000โ€“8000 rpm
Duration of vibration: Until concrete surface appears glistening and air bubbles stop rising (usually 5โ€“15 seconds per spot)


โ— Precautions During Compaction

  • Avoid over-vibration โ†’ May cause segregation or bleeding.
  • Ensure proper needle spacing โ†’ Usually every 450 mm.
  • Do not drag vibrator โ†’ Lift and reinsert at regular intervals.
  • Avoid touching formwork or reinforcement directly with the vibrator.
  • Compact in layers โ†’ Ideal layer thickness is 30 cm.

๐Ÿ“Š Effects of Poor Compaction

DefectImpact
HoneycombingWeak zones, reduced strength
Cold jointsPoor bonding between layers
SegregationLoss of strength and workability
Reduced coverCorrosion risk for reinforcement
Air pocketsLow durability and water penetration

๐Ÿ“Œ JKSSB Exam-Based Quick Facts

  • Main purpose of compaction? โ†’ โœ”๏ธ Remove air voids
  • Most common vibrator used? โ†’ โœ”๏ธ Needle Vibrator
  • Max layer thickness for compaction? โ†’ โœ”๏ธ 30 cm
  • Defect due to poor compaction? โ†’ โœ”๏ธ Honeycombing
  • Frequency range of vibrator? โ†’ โœ”๏ธ 7000โ€“8000 rpm

๐Ÿง  Field Tips for Effective Compaction

  • Use internal vibrators for RCC elements; surface vibrators for thin slabs.
  • Insert needle vertically and withdraw slowly to avoid voids.
  • If concrete is highly workable, reduce vibration time to prevent segregation.
  • Watch for bubble reduction on the surface โ€” sign of air removal.
  • Use multiple vibrators for large pours to prevent cold joints.

6. Finishing of Concrete

๐Ÿ“˜ What is Finishing of Concrete?

Finishing of concrete refers to the final treatment of freshly placed concrete surfaces to achieve the desired smoothness, texture, appearance, and surface properties. It ensures durability, aesthetics, and serviceability of concrete elements, especially in slabs, pavements, and flooring.


๐ŸŽฏ Objectives of Concrete Finishing

  • Achieve desired surface texture (smooth, rough, or patterned)
  • Improve surface durability and wear resistance
  • Ensure slip resistance (for roads and footpaths)
  • Enhance appearance of exposed surfaces
  • Minimize surface cracks and dusting

โฑ๏ธ Ideal Timing for Finishing

Finishing must begin only after surface water (bleed water) disappears. Finishing too early traps water, causing dusting and cracks. Delayed finishing can cause poor bond and surface scaling.


โš™๏ธ Stages of Concrete Finishing

1๏ธโƒฃ Screeding

  • Purpose: Level the concrete surface to the desired elevation
  • Tools Used: Straightedge, screed board (aluminum or wood)
  • Process: Screed is moved back and forth to smooth out excess concrete and fill low spots.

2๏ธโƒฃ Floating

  • Purpose: Embed aggregate, level ridges, and prepare surface for final finish
  • Tools Used: Wooden or magnesium floats, power float
  • Types:
    • Hand Floating for small works
    • Power Floating for large slabs

๐Ÿ“ Floating should be done after bleed water evaporates and the surface can support a float without sinking.

3๏ธโƒฃ Troweling

  • Purpose: Create a dense, hard, and smooth finish
  • Tools Used: Steel trowels, power trowel
  • Troweling Passes:
    • 1st Pass: Flatten and smooth
    • 2nd Pass: Densify and polish
  • Note: Avoid excessive steel troweling on exterior slabs โ€” can cause scaling in freeze-thaw conditions.

4๏ธโƒฃ Texturing (if required)

  • Purpose: Provide slip resistance or aesthetic pattern
  • Methods:
    • Broom Finish (for pavements and footpaths)
    • Stamping (decorative concrete)
    • Exposed Aggregate Finish
    • Swirl or trowel texture finish

๐ŸŒฆ๏ธ Weather-Based Precautions

  • Hot weather: Use sunshades or fog misting; delay finishing
  • Cold weather: Prevent surface freezing; delay final finish
  • Windy weather: Use windbreaks to avoid rapid drying and cracking

๐Ÿ“Œ Common Surface Defects Due to Poor Finishing

DefectCauseRemedy
DustingFinishing over bleed waterWait for bleed water to evaporate
ScalingFreezing before curing startsProtect surface and proper curing
CrackingOver-troweling, rapid dryingUse curing compounds or moist curing
BlistersTrapped air from premature finishingFloat after bleed water disappears

๐Ÿง  JKSSB/SSC Exam Key Points

  • First step in finishing? โ†’ โœ”๏ธ Screeding
  • Tool used in floating? โ†’ โœ”๏ธ Wooden or Magnesium Float
  • Why is broom finish used? โ†’ โœ”๏ธ For slip resistance
  • When should finishing begin? โ†’ โœ”๏ธ After bleed water evaporates
  • Cause of scaling in concrete? โ†’ โœ”๏ธ Poor finishing & early freezing

โœ… Field Tips for Finishing of Concrete

  • Never finish while water is on the surface.
  • Use magnesium floats for air-entrained concrete.
  • Apply curing compound immediately after final finish.
  • Brooming should be done after troweling, while concrete is still soft.
  • In large slabs, start finishing from the farthest point to avoid stepping on finished areas.

7. Curing of Concrete

๐Ÿ“˜ What is Curing?

Curing is the process of maintaining adequate moisture, temperature, and time in freshly placed concrete to ensure proper hydration of cement. It is a critical step to develop strength, durability, and surface hardness.

Curing prevents moisture loss, ensures complete hydration, reduces surface shrinkage cracks, and improves long-term performance of the structure.


๐ŸŽฏ Objectives of Curing

  • Ensure complete hydration of cement
  • Increase strength gain
  • Reduce shrinkage cracks
  • Improve abrasion resistance
  • Enhance durability and impermeability
  • Minimize dusting and surface scaling

๐Ÿ• Ideal Curing Duration

Type of CementMinimum Curing Period
Ordinary Portland Cement (OPC)7 days (as per IS 456)
Blended Cement (PPC, PSC)10 days minimum
Hot Weather Conditions10โ€“14 days recommended

๐Ÿ”น Early curing (within 30 minutes to 2 hours of finishing) is essential to prevent plastic shrinkage cracking.


๐Ÿงช Methods of Curing

1๏ธโƒฃ Water Curing (Most Effective)

  • Ponding: Suitable for horizontal surfaces like slabs
  • Spraying/Fogging: For vertical or hard-to-reach areas
  • Wet Covering: Use of hessian cloths, burlaps kept continuously wet

2๏ธโƒฃ Membrane Curing

  • Liquid curing compounds (based on wax, resin, or synthetic chemicals) are sprayed to form a membrane that seals in moisture.
  • Used where water curing is impractical.

3๏ธโƒฃ Steam Curing

  • Used in precast concrete factories.
  • Accelerates strength gain by applying heat and moisture under controlled conditions.
  • Not suitable for on-site concrete.

4๏ธโƒฃ Infrared Curing

  • Used in cold regions to provide radiant heat for hydration.
  • Limited to specific industrial applications.

5๏ธโƒฃ Curing by Covering (Moisture Retention Sheets)

  • Plastic sheets or polyethylene film laid on surface to trap moisture.

โš ๏ธ Effects of Inadequate Curing

ProblemConsequence
Incomplete hydrationLow strength and poor durability
Rapid moisture lossCracking and shrinkage
Surface dustingPoor abrasion resistance
Increased permeabilityLower resistance to chemicals/freeze

๐Ÿ“Œ Best Practices for Curing

  • Begin curing immediately after finishing and before surface dries.
  • Maintain moisture continuously during curing period.
  • In hot weather, start fog curing or covering immediately after placement.
  • Use curing compounds when water is scarce or inaccessibility is an issue.

๐Ÿง  JKSSB/SSC Exam Pointers

  • Ideal curing time for OPC concrete? โ†’ โœ”๏ธ 7 days
  • Best method for slab curing? โ†’ โœ”๏ธ Ponding
  • Which method uses curing compound? โ†’ โœ”๏ธ Membrane Curing
  • Purpose of curing? โ†’ โœ”๏ธ Ensure hydration and prevent cracks
  • Effect of poor curing? โ†’ โœ”๏ธ Surface scaling, low strength

๐Ÿ” Field Tips

  • In hot and dry weather, use wet coverings or misting as soon as possible.
  • Curing is most effective in the first 7 days โ€” monitor moisture continuously.
  • Never allow concrete to dry out prematurely.

๐Ÿ“Š Summary Table โ€“ Concrete Production Process

StageKey ActivityEquipment/Method Used
BatchingMeasuring materialsVolumetric or weight batchers
MixingCombining materialsHand mix or concrete mixer
TransportationMoving concrete to siteWheelbarrow, truck mixer, pump
PlacingDepositing concreteBuckets, tremie, direct placing
CompactionRemoving air voidsNeedle or surface vibrator
FinishingSurface treatmentTrowel, broom, float
CuringMoisture maintenanceWater spray, wet covering, membranes

๐Ÿง Important MCQ Points for JKSSB

  • Water-cement ratio directly affects workability and strength.
  • Transit mixers are used for long-distance concrete transport.
  • Curing is crucial for strength gain and durability.
  • Segregation and bleeding occur due to poor mixing/placing.

โœ… Conclusion

The production of concrete is a multi-step process that determines the quality, strength, and durability of concrete structures. For JKSSB Civil Engineering exams, understanding each stage thoroughly is essential for scoring better in technical sections.

๐Ÿ“Œ Join our Telegram Channel JKSSB CivilsCentral for regular updates, quizzes, PDF notes, and practice sets curated specifically for JKSSB aspirants.


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