Assistant Director Inspection (Technical) Past Papers (2020-2020) PDF

PPSC Assistant Director Inspection (Technical) – Civil Engineering
200 Important Questions with One-Line Answers (Basic to Advanced)
PART A – BASIC (Q1–60)

Building Materials, Surveying, Soil Basics

Question No.1: What is the standard size of a brick in Pakistan?
Ans: 9″ × 4.5″ × 3″.
Question No.2: What is the minimum compressive strength of a first-class brick?
Ans: About 105 kg/cm² (≈10.5 N/mm²).
Question No.3: What is the maximum water absorption of a first-class brick after 24 hours?
Ans: 20% of its dry weight.
Question No.4: What is the main constituent of Portland cement?
Ans: Lime (CaO), about 60–67%.
Question No.5: Which cement compound gives early strength?
Ans: Tricalcium silicate (C₃S).
Question No.6: Which cement compound causes flash setting?
Ans: Tricalcium aluminate (C₃A).
Question No.7: Why is gypsum added to cement?
Ans: To retard the setting time (about 2–3% is added).
Question No.8: What is the initial setting time of OPC?
Ans: Not less than 30 minutes.
Question No.9: What is the final setting time of OPC?
Ans: Not more than 600 minutes (10 hours).
Question No.10: Which apparatus is used to find the setting time of cement?
Ans: Vicat apparatus.
Question No.11: How is the fineness of cement tested?
Ans: By the Blaine air permeability test or the 90-micron sieve test.
Question No.12: Which apparatus tests the soundness of cement?
Ans: Le Chatelier apparatus (or the autoclave test).
Question No.13: What is the specific gravity of OPC?
Ans: About 3.15.
Question No.14: What is the normal range of standard consistency of cement?
Ans: 26–33%.
Question No.15: Who gave the water-cement ratio law?
Ans: Duff Abrams (1918).
Question No.16: Which test is most commonly used for the workability of concrete?
Ans: The slump test.
Question No.17: What is the nominal mix ratio for M20 concrete?
Ans: 1 : 1.5 : 3.
Question No.18: What is the nominal mix ratio for M15 concrete?
Ans: 1 : 2 : 4.
Question No.19: What is the unit weight of plain concrete?
Ans: 24 kN/m³; for RCC it is 25 kN/m³.
Question No.20: What is the unit weight (density) of steel?
Ans: 7850 kg/m³.
Question No.21: What is the minimum curing period for OPC concrete?
Ans: 7 days.
Question No.22: What is the standard cube size for testing concrete compressive strength?
Ans: 150 mm cube (the cylinder size is 150 × 300 mm).
Question No.23: How is the characteristic strength of concrete defined?
Ans: It is the strength below which not more than 5% of test results fall.
Question No.24: What is the modulus of elasticity of steel?
Ans: 200 GPa (2 × 10⁵ N/mm²).
Question No.25: What is the seasoning of timber?
Ans: Reducing the moisture content of timber to a safe level.
Question No.26: What causes dry rot in timber?
Ans: Fungi.
Question No.27: Which sieve size separates fine and coarse aggregate?
Ans: 4.75 mm (No. 4 sieve).
Question No.28: What is the fineness modulus range of fine aggregate?
Ans: 2.2 to 3.2.
Question No.29: At what moisture content is the bulking of sand at its maximum?
Ans: About 4–6%.
Question No.30: Which lime sets under water?
Ans: Hydraulic lime.
Question No.31: How is bitumen obtained?
Ans: By fractional distillation of crude petroleum.
Question No.32: What is the common cement mortar ratio for brick masonry?
Ans: 1:4 to 1:6 (cement : sand).
Question No.33: What is the fundamental principle of surveying?
Ans: To work from the whole to the part.
Question No.34: What is the length of a Gunter’s chain?
Ans: 66 ft (100 links); an Engineer’s chain is 100 ft.
Question No.35: Which instrument measures both horizontal and vertical angles?
Ans: Theodolite.
Question No.36: Which instrument is used for levelling?
Ans: Dumpy level or auto level.
Question No.37: What is a contour line?
Ans: A line joining points of equal elevation.
Question No.38: When can contour lines cross each other?
Ans: Only in the case of an overhanging cliff or a cave.
Question No.39: What is a benchmark?
Ans: A fixed point of known elevation.
Question No.40: What is the range of a whole circle bearing?
Ans: 0° to 360°, measured clockwise from north.
Question No.41: How is local attraction detected in compass surveying?
Ans: The fore and back bearings of a line do not differ by exactly 180°.
Question No.42: What is the curvature correction in levelling?
Ans: 0.0785 d² metres (d in km).
Question No.43: What is the combined curvature and refraction correction?
Ans: 0.0673 d² metres (d in km).
Question No.44: What is plane table surveying?
Ans: A graphical method in which plotting is done in the field at the same time as observation.
Question No.45: What does a total station combine?
Ans: An electronic theodolite, an EDM and a microprocessor.
Question No.46: What is a back sight?
Ans: The first staff reading taken on a point of known elevation after setting up the instrument.
Question No.47: What is the arithmetic check in levelling?
Ans: ΣBS − ΣFS = Last RL − First RL.
Question No.48: Which soil classification system is most widely used?
Ans: The Unified Soil Classification System (USCS).
Question No.49: What is the particle size of clay?
Ans: Less than 0.002 mm.
Question No.50: Which apparatus is used to find the liquid limit?
Ans: Casagrande apparatus (or the cone penetrometer).
Question No.51: What is the plasticity index?
Ans: PI = Liquid Limit − Plastic Limit.
Question No.52: What is void ratio?
Ans: e = Volume of voids / Volume of solids.
Question No.53: What is the relation between porosity and void ratio?
Ans: n = e / (1 + e).
Question No.54: What is the degree of saturation of a fully saturated soil?
Ans: 100% (S = 1).
Question No.55: Which laboratory test finds the maximum dry density and OMC?
Ans: The Proctor compaction test.
Question No.56: Which tests are used for field density?
Ans: The sand replacement (sand cone) method and the core cutter method.
Question No.57: What does CBR stand for?
Ans: California Bearing Ratio, which is used to evaluate subgrade strength.
Question No.58: Which soil has the highest permeability?
Ans: Gravel.
Question No.59: Which permeability tests are used for coarse and fine soils?
Ans: The constant head test for coarse soils and the falling head test for fine soils.
Question No.60: What is Darcy’s law?
Ans: v = k·i (velocity = permeability × hydraulic gradient).
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PART B – INTERMEDIATE (Q61–140)

Geotechnical, RCC, Structures, Steel, Fluids

Question No.61: Who gave the theory of one-dimensional consolidation?
Ans: Karl Terzaghi.
Question No.62: What is the effective stress principle?
Ans: σ’ = σ − u (total stress minus pore water pressure).
Question No.63: When does a quick sand condition occur?
Ans: When upward seepage reduces effective stress to zero; the critical gradient is i꜀ = (G − 1)/(1 + e) ≈ 1.
Question No.64: What is Coulomb’s shear strength equation?
Ans: τ = c + σ tan φ.
Question No.65: Which soil is the unconfined compression test suitable for?
Ans: Saturated clays (φ = 0).
Question No.66: What is the sensitivity of clay?
Ans: Undisturbed strength divided by remoulded strength.
Question No.67: What is the coefficient of earth pressure at rest (Jaky)?
Ans: K₀ = 1 − sin φ.
Question No.68: What is Rankine’s active earth pressure coefficient?
Ans: Ka = (1 − sin φ)/(1 + sin φ) = tan²(45° − φ/2).
Question No.69: Which footings is Terzaghi’s bearing capacity theory valid for?
Ans: Shallow strip footings (Df ≤ B) under general shear failure.
Question No.70: How is the SPT N-value obtained?
Ans: It is the number of blows for the last 300 mm of 450 mm penetration, using a 63.5 kg hammer dropped 750 mm.
Question No.71: How are piles classified by load transfer?
Ans: End-bearing piles and friction piles.
Question No.72: When does negative skin friction occur?
Ans: When the soil around a pile settles more than the pile itself (downdrag).
Question No.73: Which formula gives pile group efficiency?
Ans: The Converse–Labarre formula.
Question No.74: How is safe bearing capacity calculated?
Ans: Net ultimate bearing capacity divided by the factor of safety (2.5–3), plus overburden pressure.
Question No.75: Which clay mineral causes expansive (swelling) soils?
Ans: Montmorillonite.
Question No.76: Which code governs RCC design under the Building Code of Pakistan?
Ans: ACI 318 (Strength / Ultimate Strength Design).
Question No.77: What is the ACI strength reduction factor (φ) for tension-controlled flexure?
Ans: 0.90.
Question No.78: What is the ACI φ for shear?
Ans: 0.75.
Question No.79: What is the ACI φ for tied and spiral columns?
Ans: 0.65 for tied columns and 0.75 for spiral columns.
Question No.80: What is the basic ACI load combination?
Ans: U = 1.2D + 1.6L.
Question No.81: What are the minimum clear covers under ACI?
Ans: 3/4″ (20 mm) for slabs, 1.5″ (40 mm) for beams and columns, and 3″ (75 mm) for footings cast against earth.
Question No.82: What is a balanced section?
Ans: A section in which concrete reaches 0.003 strain at the same time as steel yields.
Question No.83: What is the maximum usable compressive strain of concrete under ACI?
Ans: 0.003.
Question No.84: What is the Whitney stress block?
Ans: A uniform stress of 0.85f’c over a depth a = β₁c.
Question No.85: What is the value of β₁ for f’c ≤ 4000 psi (28 MPa)?
Ans: 0.85.
Question No.86: What is the ACI minimum flexural steel?
Ans: As,min = (3√f’c / fy)·bw·d, but not less than (200/fy)·bw·d (psi units).
Question No.87: When is a doubly reinforced beam used?
Ans: When depth is restricted and the moment exceeds the capacity of a singly reinforced section.
Question No.88: When is a slab designed as one-way?
Ans: When the long span to short span ratio is ≥ 2.
Question No.89: How is shear reinforcement provided?
Ans: As stirrups (vertical or inclined) and bent-up bars.
Question No.90: What is development length?
Ans: The embedment length needed to develop the full design strength of a bar through bond.
Question No.91: What is the ACI limit for longitudinal steel in columns?
Ans: 1% to 8% of the gross area.
Question No.92: What is the slenderness limit for an unbraced short column under ACI?
Ans: kLu/r ≤ 22.
Question No.93: What is the minimum number of longitudinal bars in tied and spiral columns?
Ans: 4 in tied rectangular columns and 6 in spiral columns.
Question No.94: What is the effective flange width of an interior T-beam under ACI?
Ans: The least of L/4, bw + 16hf, and bw + clear spacing between beams.
Question No.95: What are the two methods of prestressing?
Ans: Pre-tensioning and post-tensioning.
Question No.96: What are the main losses in prestress?
Ans: Elastic shortening, creep, shrinkage, steel relaxation, friction and anchorage slip.
Question No.97: What is creep?
Ans: Time-dependent deformation under sustained load.
Question No.98: What is the purpose of an expansion joint?
Ans: To accommodate thermal expansion and contraction.
Question No.99: What is the maximum bending moment in a simply supported beam with UDL?
Ans: wL²/8.
Question No.100: What is the maximum bending moment in a cantilever with UDL?
Ans: wL²/2, at the fixed end.
Question No.101: What is the maximum bending moment in a simply supported beam with a central point load?
Ans: PL/4.
Question No.102: What is the maximum deflection of a simply supported beam with UDL?
Ans: 5wL⁴ / 384EI.
Question No.103: What is the deflection of a cantilever with a point load at the free end?
Ans: PL³ / 3EI.
Question No.104: What are the end moments of a fixed beam with UDL?
Ans: wL²/12 at the ends and wL²/24 at mid-span.
Question No.105: What is the point of contraflexure?
Ans: The point where the bending moment changes sign (BM = 0).
Question No.106: What is the degree of static indeterminacy of a propped cantilever?
Ans: One.
Question No.107: Who developed the moment distribution method?
Ans: Hardy Cross.
Question No.108: Who gave the three-moment equation?
Ans: Clapeyron.
Question No.109: What is Euler’s buckling load?
Ans: P = π²EI / Le², where Le is 0.5L for fixed–fixed, L for pinned–pinned and 2L for fixed–free.
Question No.110: What is Poisson’s ratio for concrete and steel?
Ans: About 0.15–0.20 for concrete and about 0.3 for steel.
Question No.111: What is Hooke’s law?
Ans: Stress is proportional to strain within the elastic limit.
Question No.112: What is the relation between E, G and ν?
Ans: E = 2G(1 + ν).
Question No.113: What is the section modulus?
Ans: Z = I / y.
Question No.114: What is the moment of inertia of a rectangle about its centroidal axis?
Ans: bd³ / 12.
Question No.115: What is the torsion equation?
Ans: T/J = τ/r = Gθ/L.
Question No.116: What are influence lines used for?
Ans: To analyse structures under moving loads.
Question No.117: Which theorem states that δᵢⱼ = δⱼᵢ?
Ans: Maxwell’s reciprocal theorem.
Question No.118: Which specification is commonly used for steel structure design?
Ans: AISC 360.
Question No.119: What is the yield strength of Grade 60 rebar?
Ans: 60,000 psi (≈420 MPa); Grade 40 is 40,000 psi (≈280 MPa).
Question No.120: What are the failure modes of a bolted connection?
Ans: Bolt shear, bearing, plate tension and block shear.
Question No.121: Which weld is most commonly used?
Ans: Fillet weld.
Question No.122: What is the effective throat of a fillet weld?
Ans: 0.707 × leg size.
Question No.123: Where are lacing and battens used?
Ans: In built-up compression members (columns).
Question No.124: Why are stiffeners provided in plate girders?
Ans: To prevent web buckling.
Question No.125: What is Bernoulli’s equation?
Ans: p/γ + v²/2g + z = constant.
Question No.126: What is the continuity equation?
Ans: Q = A₁V₁ = A₂V₂.
Question No.127: What are the Reynolds number limits for laminar and turbulent flow in pipes?
Ans: Laminar below 2000 and turbulent above 4000.
Question No.128: What is the Darcy–Weisbach equation?
Ans: hf = fLV² / 2gD.
Question No.129: What is Manning’s formula (SI)?
Ans: V = (1/n) R^(2/3) S^(1/2).
Question No.130: What is the most economical rectangular channel section?
Ans: b = 2y, which gives R = y/2.
Question No.131: What is the Froude number?
Ans: Fr = V / √(gy); Fr = 1 means critical flow.
Question No.132: When does a hydraulic jump occur?
Ans: When flow changes from supercritical to subcritical.
Question No.133: Which devices measure discharge in pipes?
Ans: Venturimeter and orifice meter.
Question No.134: What does a Pitot tube measure?
Ans: Velocity at a point.
Question No.135: Which turbine is used for high head and which for low head?
Ans: Pelton wheel for high head and Kaplan turbine for low head.
Question No.136: What is water hammer?
Ans: A pressure surge caused by sudden closure of a valve in a pipeline.
Question No.137: What is the SI unit of dynamic viscosity?
Ans: Pa·s (the poise is the CGS unit).
Question No.138: What is Kennedy’s critical velocity formula?
Ans: V₀ = 0.55 D^0.64 (m/s).
Question No.139: What is the duty of water?
Ans: The area irrigated per unit discharge (hectares per cumec).
Question No.140: What is delta in irrigation?
Ans: The total depth of water required by a crop during its base period.
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 ڈیلی فری ٹیسٹ سیریز اور آن لائن باقاعدہ تیاری سیشن کا حصہ بننے کے لیے ابھی ہمارا واٹس ایپ چینل جوائن کریں اور گھر بیٹھے امتحانات میں کامیابی حاصل کریں! 
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PART C – ADVANCED (Q141–200)
Irrigation, Highways, Environmental, Management, Codes, Quality Control
Question No.141: What is the relation between duty, delta and base period?
Ans: Δ = 8.64B / D (Δ in m, B in days, D in ha/cumec).
Question No.142: What is the Rational formula for peak runoff?
Ans: Q = CIA / 360 (Q in m³/s, I in mm/hr, A in hectares).
Question No.143: Who introduced the unit hydrograph?
Ans: L.K. Sherman (1932).
Question No.144: Which theories are used to design weirs on permeable foundations?
Ans: Bligh’s creep theory and Khosla’s theory (exit gradient).
Question No.145: Which is the largest earth- and rock-fill dam in Pakistan?
Ans: Tarbela Dam, on the Indus River.
Question No.146: When was the Indus Waters Treaty signed?
Ans: 1960.
Question No.147: What is waterlogging?
Ans: A rise of the water table into the root zone of crops.
Question No.148: What is the main purpose of canal lining?
Ans: To reduce seepage losses and prevent waterlogging.
Question No.149: What is the cross-drainage work called where a canal passes over a drain?
Ans: An aqueduct; when a drain passes over a canal, it is a super-passage.
Question No.150: What is the difference between a barrage and a weir?
Ans: A barrage has gates across its full length to control the pond level; a weir mainly raises the water level by its crest.
Question No.151: Which authority manages national highways in Pakistan?
Ans: National Highway Authority (NHA).
Question No.152: Which methods are used for flexible pavement design?
Ans: The AASHTO 1993 method and the CBR method.
Question No.153: Whose theory is used to analyse stresses in rigid pavements?
Ans: Westergaard’s.
Question No.154: What is the standard ESAL?
Ans: An 18,000 lb (80 kN) single axle load.
Question No.155: What is the Marshall test used for?
Ans: Bituminous (asphalt) mix design, measuring stability and flow.
Question No.156: What does the penetration test of bitumen measure?
Ans: Hardness or consistency (for example, grade 60/70).
Question No.157: What does the Los Angeles abrasion test measure?
Ans: The hardness and abrasion resistance of aggregate.
Question No.158: What is the superelevation formula?
Ans: e + f = V² / 127R (V in km/h, R in m).
Question No.159: What is the stopping sight distance formula?
Ans: SSD = 0.278Vt + V² / 254f.
Question No.160: What is the purpose of camber?
Ans: To drain surface water off the road.
Question No.161: Which transition curve is ideal for highways?
Ans: The spiral (clothoid).
Question No.162: What perception-reaction time does AASHTO use for SSD?
Ans: 2.5 seconds.
Question No.163: What does PCU stand for?
Ans: Passenger Car Unit.
Question No.164: What is the difference between a prime coat and a tack coat?
Ans: A prime coat goes on an unbound granular base; a tack coat bonds a new layer to an existing bituminous or concrete surface.
Question No.165: What is the standard BOD test?
Ans: 5 days at 20°C.
Question No.166: What is the WHO limit for turbidity in drinking water?
Ans: Less than 5 NTU (ideally below 1 NTU).
Question No.167: What is the permissible pH range of drinking water?
Ans: 6.5–8.5.
Question No.168: What is the desirable residual chlorine in a water supply?
Ans: 0.2–0.5 mg/L.
Question No.169: Which coagulant is most common in water treatment?
Ans: Alum (aluminium sulphate).
Question No.170: What is the activated sludge process?
Ans: An aerobic, suspended-growth biological wastewater treatment process.
Question No.171: What is a trickling filter?
Ans: An aerobic, attached-growth biological treatment unit.
Question No.172: What is the usual detention time of a septic tank?
Ans: 12–24 hours (commonly 24 hours).
Question No.173: What causes hardness in water?
Ans: Calcium and magnesium ions.
Question No.174: What is the self-cleansing velocity in sewers?
Ans: About 0.6–0.75 m/s.
Question No.175: What is the difference between CPM and PERT?
Ans: CPM is deterministic and activity-oriented; PERT is probabilistic and event-oriented.
Question No.176: What is the PERT expected time?
Ans: te = (to + 4tm + tp) / 6.
Question No.177: What is total float?
Ans: LST − EST (or LFT − EFT).
Question No.178: What is the critical path?
Ans: The longest path through the network, with zero total float.
Question No.179: What is a Gantt chart?
Ans: A bar chart for project scheduling.
Question No.180: Which contract conditions are commonly used for works in Pakistan?
Ans: FIDIC-based PEC Standard Bidding Documents.
Question No.181: Under which act was the Pakistan Engineering Council established?
Ans: The PEC Act 1976.
Question No.182: Which rules govern public procurement in Punjab?
Ans: The Punjab Procurement Rules 2014, administered by PPRA Punjab.
Question No.183: What is the prismoidal formula for earthwork?
Ans: V = L/6 (A₁ + 4Am + A₂).
Question No.184: Which simpler method is also used for earthwork volume?
Ans: The average end area method.
Question No.185: In what units are brickwork and plaster measured?
Ans: Brickwork in volume (cft or m³) and plaster in area (sft or m²).
Question No.186: What is a mass haul diagram used for?
Ans: Balancing cut and fill and finding haul distances.
Question No.187: What are the seismic provisions of the Building Code of Pakistan called?
Ans: BCP Seismic Provisions 2007.
Question No.188: What are the seismic zones under BCP-2007?
Ans: Zones 1, 2A, 2B, 3 and 4 (Zone 4 is the most severe).
Question No.189: What are the routine site tests for fresh and hardened concrete?
Ans: The slump test for fresh concrete and the cube or cylinder compression test for hardened concrete.
Question No.190: What does a rebound (Schmidt) hammer measure?
Ans: Surface hardness, which is used to estimate in-situ compressive strength.
Question No.191: What is the Ultrasonic Pulse Velocity (UPV) test used for?
Ans: Detecting voids, cracks and non-uniformity in concrete.
Question No.192: What is a core test?
Ans: Extracting a cylindrical core from a structure to verify in-situ strength.
Question No.193: What causes honeycombing in concrete?
Ans: Poor compaction, segregation or grout leakage from the formwork.
Question No.194: What is segregation?
Ans: Separation of coarse aggregate from the concrete mix.
Question No.195: What is bleeding in concrete?
Ans: Water rising to the surface of freshly placed concrete.
Question No.196: What is efflorescence?
Ans: White deposits of soluble salts on a brick or masonry surface.
Question No.197: What is alkali-aggregate reaction?
Ans: A reaction between alkalis in cement and reactive silica in aggregate that causes expansion and cracking.
Question No.198: How does carbonation harm RCC?
Ans: It lowers the pH of concrete, which leads to corrosion of the reinforcement.
Question No.199: Which cement resists sulphate attack?
Ans: Sulphate-resisting cement, which has low C₃A.
Question No.200: What are fly ash and silica fume?
Ans: Pozzolanic admixtures that improve the strength, impermeability and durability of concrete. 
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 ڈیلی فری ٹیسٹ سیریز اور آن لائن باقاعدہ تیاری سیشن کا حصہ بننے کے لیے ابھی ہمارا واٹس ایپ چینل جوائن کریں اور گھر بیٹھے امتحانات میں کامیابی حاصل کریں! 
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