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100+ Free Registered Civil Engineer — Road Engineering (China) Practice Questions

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2026 Statistics

Key Facts: Registered Civil Engineer — Road Engineering (China) Exam

JTG D20 / D30 / D50 / D40 / D81

Core MOT Highway Design Specifications Evaluated

Ministry of Transport PRC Technical Standards

132/240; 120/200; 60/100

Foundation, Professional Knowledge, and Professional Case Passing Marks

MOHURD / MOT / MOHRSS National Licensure Standards

2 Days / 12 Hours

Professional Examination Duration Across 4 Sessions

National Professional Qualification Examination Authority

BZZ-100 (100 kN)

Standard Design Axle Load in Chinese Pavement Mechanics

JTG D50-2017 / JTG D40-2011

3 Years

Mandatory Registration Renewal Cycle with Continuing Education

MOHURD Professional Registration Regulations

The Registered Civil Engineer — Road Engineering examination is China's mandatory statutory licensure credential for highway and transport infrastructure engineers. Administered by MOHURD, MOT, and MOHRSS, it assesses mastery of JTG D20 route geometric alignment, JTG D30 subgrade mechanics and slope stability, JTG D50 asphalt pavement mechanics, JTG D40 rigid pavement design, grade-separated interchange geometry, and JTG D81 roadside safety facilities.

Sample Registered Civil Engineer — Road Engineering (China) Practice Questions

Try these sample questions to test your Registered Civil Engineer — Road Engineering (China) exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1According to the Design Specification for Highway Alignment (JTG D20-2017), which highway classification is defined as a multi-lane highway dedicated exclusively to high-speed vehicular traffic with full access control and full grade separation?
A.Expressway (高速公路)
B.Class I Highway (一级公路)
C.Class II Highway (二级公路)
D.Arterial Class III Highway (三级干线公路)
Explanation: JTG D20-2017 (Section 2.0.1) defines an Expressway (高速公路) as a multi-lane highway dedicated strictly to motor vehicle traffic with full control of access (全封闭), full grade-separated interchanges (全立交), and divided directional carriageways designed for high speeds (80–120 km/h). Class I highways are also multi-lane divided highways, but they may have partial access control and at-grade channelized intersections under specific conditions.
2Under JTG D20-2017, what is the maximum design speed permitted for an Expressway in plain or rolling terrain (平原微丘区)?
A.100 km/h
B.120 km/h
C.140 km/h
D.160 km/h
Explanation: JTG D20-2017 (Section 3.1.2) specifies that the design speed for an Expressway in China is 120 km/h, 100 km/h, or 80 km/h. In plain and rolling terrain, 120 km/h is the standard maximum design speed. Chinese highway standards do not recognize 140 km/h or 160 km/h as design speeds for public highway infrastructure.
3A proposed Expressway has a design speed of $V = 100\text{ km/h}$. The maximum allowable superelevation is $i_{max} = 8\%$ ($0.08$) and the maximum transverse side friction factor is $f = 0.12$. Using the fundamental horizontal curve equation $R_{min} = \frac{V^2}{127(i_{max} + f)}$, what is the theoretical limiting minimum curve radius ($R_{min}$)?
A.315 m
B.520 m
C.394 m
D.650 m
Explanation: Applying the formula $R_{min} = \frac{V^2}{127(i_{max} + f)} = \frac{100^2}{127(0.08 + 0.12)} = \frac{10000}{127 \times 0.20} = \frac{10000}{25.4} \approx 393.7\text{ m}$. In JTG D20-2017 (Table 5.2.1), the rounded limiting minimum horizontal curve radius for $V = 100\text{ km/h}$ is codified as $400\text{ m}$ (theoretically $394\text{ m}$).
4Under JTG D20-2017, for an Expressway with a design speed of $V = 120\text{ km/h}$, what are the limiting minimum horizontal curve radius (极限最小半径) and the general minimum horizontal curve radius (一般最小半径), respectively?
A.400 m and 700 m
B.700 m and 1200 m
C.1000 m and 2000 m
D.650 m and 1000 m
Explanation: JTG D20-2017 (Table 5.2.1) specifies that for an Expressway with a design speed of $V = 120\text{ km/h}$, the limiting minimum horizontal curve radius ($R_{min}$) is $650\text{ m}$ (with $i_{max} = 8\%$), and the general minimum horizontal curve radius is $1000\text{ m}$.
5When a circular curve has a sufficiently large radius, superelevation is unnecessary, and the normal crown slope (路拱横坡) is maintained. For an Expressway with $V = 120\text{ km/h}$ and normal crown slope $2.0\%$, what is the minimum radius not requiring superelevation (不设超高最小半径) under JTG D20-2017?
A.5500 m
B.2500 m
C.4000 m
D.7000 m
Explanation: According to JTG D20-2017 (Table 5.2.1), for a design speed of $V = 120\text{ km/h}$ with a normal cross slope of $2.0\%$, the minimum horizontal curve radius that does not require superelevation (不设超高的最小平曲线半径) is $5500\text{ m}$ ($4000\text{ m}$ for $100\text{ km/h}$ and $2500\text{ m}$ for $80\text{ km/h}$).
6In clothoid transition curve (回旋线) design, the parameter equation is $A^2 = R \cdot L_s$. If a circular curve with radius $R = 400\text{ m}$ requires a transition curve length of $L_s = 100\text{ m}$, what is the clothoid parameter $A$?
A.141.4 m
B.200.0 m
C.282.8 m
D.400.0 m
Explanation: The clothoid parameter formula is $A = \sqrt{R \cdot L_s}$. Substituting the given values: $A = \sqrt{400\text{ m} \times 100\text{ m}} = \sqrt{40000\text{ m}^2} = 200.0\text{ m}$.
7For high-standard highways with divided carriageways (such as Expressways and Class I highways), what is the standard axis of rotation for developing superelevation (超高旋转轴)?
A.Centerline of the central median divider (中央分隔带中心线)
B.Outside shoulder edge of the outer carriageway (外侧硬路肩边缘)
C.Edge of the carriageway adjacent to the central median / median edge (中央分隔带外侧边缘 / 行车道内侧边缘)
D.Centerline of each individual traffic lane (各车道中心线)
Explanation: JTG D20-2017 (Section 5.3.3) specifies that for dual-carriageway divided highways with a central median, superelevation is normally developed by rotating around the outer edge of the central median (which is the inner edge of the carriageway, 行车道内侧边缘/中央分隔带外侧边缘). This avoids lowering the median drainage system and prevents uneven median barrier heights.
8Under JTG D20-2017, when a horizontal curve radius is less than or equal to $R = 250\text{ m}$ on a two-lane highway, carriageway widening (路面加宽) is required. If widening is transitioned linearly over the transition curve length $L_s$, how is the widening value $b_x$ at distance $x$ from the start of the transition curve calculated?
A.$b_x = b \cdot \left(\frac{x}{L_s}\right)^2$ (Parabolic transition)
B.$b_x = b \cdot \left[3\left(\frac{x}{L_s}\right)^2 - 2\left(\frac{x}{L_s}\right)^3\right]$ (Cubic transition)
C.$b_x = b \cdot \sin\left(\frac{\pi x}{2 L_s}\right)$ (Sinusoidal transition)
D.$b_x = b \cdot \left(\frac{x}{L_s}\right)$ (Linear transition / 线性比例加宽)
Explanation: JTG D20-2017 (Section 5.4.3) stipulates that when widening is applied along with a transition curve, the widening is transitioned proportionally to the distance along the clothoid, using the linear transition formula $b_x = b \cdot \frac{x}{L_s}$ (where $b$ is full widening at the circular curve, and $x$ is the distance from the transition starting point). High-order parabolic transitions are used primarily when no transition curve exists.
9According to JTG D20-2017, what is the statutory maximum longitudinal grade (最大纵坡) permitted for an Expressway with a design speed of $V = 120\text{ km/h}$?
A.3%
B.4%
C.5%
D.6%
Explanation: JTG D20-2017 (Table 6.2.1) mandates that the maximum longitudinal gradient for an Expressway with a design speed of $V = 120\text{ km/h}$ is $3\%$. For $V = 100\text{ km/h}$, it is $4\%$; for $V = 80\text{ km/h}$, it is $5\%$; and for $V = 60\text{ km/h}$, it is $6\%$.
10Under JTG D20-2017, when a longitudinal grade of $i = 5\%$ is used on a highway with a design speed of $V = 80\text{ km/h}$, what is the maximum permissible continuous slope length (最大坡长)?
A.300 m
B.900 m
C.600 m
D.1200 m
Explanation: JTG D20-2017 (Table 6.2.2) restricts continuous slope lengths to prevent heavy vehicles from experiencing excessive speed drop and engine overheating. For a design speed of $V = 80\text{ km/h}$ and a grade of $5\%$, the maximum allowable slope length is $900\text{ m}$ (at $6\%$, it reduces to $700\text{ m}$; at $4\%$, it is $1200\text{ m}$).

About the Registered Civil Engineer — Road Engineering (China) Exam

The National Qualification Examination for Registered Civil Engineers — Road Engineering (全国注册土木工程师(道路工程)执业资格考试) is administered under the MOHURD, MOT, and MOHRSS professional-qualification framework. It assesses route alignment, subgrade and slope engineering, asphalt and concrete pavements, intersections, traffic engineering, and application of current highway standards.

Assessment

Tier 1: Foundation Examination (基础考试) — Day 1 Morning: Common Foundation (公共基础, 120 MCQs, 120 pts, 4h) + Day 1 Afternoon: Specialized Foundation (专业基础, 60 MCQs, 120 pts, 4h). Tier 2: Professional Examination (专业考试, Open Book) — Day 1: Professional Knowledge (专业知识 上/下, 80 Single + 60 Multiple-Response MCQs, 200 pts, 6h total); Day 2: Professional Case Analysis (专业案例 上/下, 50 in-depth Case Calculation problems, 100 pts, 6h total).

Time Limit

Foundation: 8.0 hours in 1 day (4.0h morning + 4.0h afternoon); Professional: 12.0 hours across 2 consecutive days (3.0 hours per session × 4 sessions)

Passing Score

Foundation: 132/240 points (55%); Professional Knowledge: 120/200 points (60%); Professional Case Analysis: 60/100 points (60%), with both professional parts passed in the same examination year

Exam Fee

Set by the provincial examination authority; consult the current registration notice (Ministry of Housing and Urban-Rural Development (MOHURD / 中华人民共和国住房和城乡建设部), Ministry of Transport (MOT / 中华人民共和国交通运输部), and Ministry of Human Resources and Social Security (MOHRSS / 中华人民共和国人力资源和社会保障部))

Registered Civil Engineer — Road Engineering (China) Exam Content Outline

25%

Highway Route Design & Alignment

Covers highway administrative and technical classification (Expressway, Class I to Class IV), design speed selection, horizontal alignment minimum curve radii $R_{min} = \frac{V^2}{127(i_{max} + f)}$, limiting vs general minimum radii, clothoid transition curve parameters ($A^2 = R L_s$), rate of change of centrifugal acceleration ($p$), superelevation runoff ($p_i$) and carriageway widening, maximum longitudinal grade and grade length limits, crest/sag vertical curve radii and length, stopping sight distance ($S_t = v t_1 + \frac{v^2}{2 g \phi}$), passing sight distance, horizontal clearing width, and 3D spatial alignment coordination principles (JTG D20-2017).

20%

Subgrade Engineering & Slope Stability

Encompasses subgrade design flood frequency, subgrade compaction degree ($K$), heavy compaction test standards, California Bearing Ratio (CBR) minimum thresholds for roadbed strata, resilient modulus ($E_0$) and design deflection, embankment and cutting side slope ratios, slope stability calculation (Bishop simplified method and Swedish circle method), gravity, cantilever, and reinforced earth retaining wall design (sliding stability $K_c \ge 1.3$, overturning stability $K_0 \ge 1.5$), surface and subsurface drainage ditches, blind drains, and soft soil foundation improvement (CFG piles, cement deep mixing, plastic drainage plates, geosynthetic reinforcement, surcharge preloading) (JTG D30-2015).

20%

Asphalt Pavement Design & Materials

Focuses on Mechanistic-Empirical asphalt pavement design (JTG D50-2017), equivalent single axle load conversion for the BZZ-100 standard axle load ($100\text{ kN}$), cumulative equivalent standard axle loads ($N_e$), multi-layer elastic continuum mechanics, design indices (asphalt bottom tensile fatigue strain, semi-rigid base bottom tensile stress, subgrade top compressive strain, surface rutting depth), asphalt mixture design (SMA, AC, Superpave, OGFC), Marshall and Superpave gyratory compaction metrics (VV, VMA, VFA, dynamic stability), PG asphalt binder classification, semi-rigid bases (cement-stabilized macadam), and functional coatings (prime, tack, and seal coats).

12%

Cement Concrete Pavement Design

Addresses cement concrete pavement design (JTG D40-2011), 28-day flexural-tensile strength criteria ($f_r \ge 5.0\text{ MPa}$ for Expressway/Class I), cumulative traffic load fatigue stress ($\sigma_{pr}$) and thermal warping stress ($\sigma_{tr}$), joint layout and structural detailing (transverse contraction dummy joints with debonded dowel bars, full-depth expansion joints, longitudinal joints with tie bars), continuously reinforced concrete pavement (CRCP) longitudinal reinforcement ratio ($0.6\%–0.8\%$), and joint sealant performance.

13%

Intersections & Grade-Separated Interchanges

Covers at-grade intersection channelization, conflict point elimination, auxiliary left/right turn deceleration and storage lane dimensioning, roundabout weaving sections, interchange typology (Diamond, Trumpet, Cloverleaf, Directional/Semi-directional), interchange ramp design speeds and minimum loop radii ($R \ge 50–60\text{ m}$), ramp superelevation and longitudinal gradients, speed-change lane transitions (parallel vs taper types), and weaving section operational analysis (JTG D20-2017).

10%

Highway Traffic Engineering & Roadside Facilities

Focuses on roadside crash safety barriers (containment levels B, A, SB, SA, SS, HB, HA, W-beam guardrails vs rigid concrete barriers, impact energy), traffic signs and pavement markings (retroreflectivity classes, color coding, GB 5768 / JTG D81), highway roadway lighting (luminance $L_{avg}$, overall uniformity $U_0$, longitudinal uniformity $U_l$), and road tunnel illumination transition curves and jet-fan longitudinal ventilation design (JTG/T D70).

How to Pass the Registered Civil Engineer — Road Engineering (China) Exam

What You Need to Know

  • Passing score: Foundation: 132/240 points (55%); Professional Knowledge: 120/200 points (60%); Professional Case Analysis: 60/100 points (60%), with both professional parts passed in the same examination year
  • Assessment: Tier 1: Foundation Examination (基础考试) — Day 1 Morning: Common Foundation (公共基础, 120 MCQs, 120 pts, 4h) + Day 1 Afternoon: Specialized Foundation (专业基础, 60 MCQs, 120 pts, 4h). Tier 2: Professional Examination (专业考试, Open Book) — Day 1: Professional Knowledge (专业知识 上/下, 80 Single + 60 Multiple-Response MCQs, 200 pts, 6h total); Day 2: Professional Case Analysis (专业案例 上/下, 50 in-depth Case Calculation problems, 100 pts, 6h total).
  • Time limit: Foundation: 8.0 hours in 1 day (4.0h morning + 4.0h afternoon); Professional: 12.0 hours across 2 consecutive days (3.0 hours per session × 4 sessions)
  • Exam fee: Set by the provincial examination authority; consult the current registration notice

Keys to Passing

  • Work through all 100 available questions
  • Review every answer and explanation
  • Track weak areas and revisit them
  • Use our AI tutor for tough concepts

Registered Civil Engineer — Road Engineering (China) Study Tips from Top Performers

1Master Horizontal & Vertical Curve Formulas: Practice calculating minimum radius $R_{min} = \frac{V^2}{127(i_{max} + f)}$, clothoid parameter $A = \sqrt{R L_s}$, superelevation runoff length $L_c = \frac{B \Delta i}{p}$, vertical curve length $L = R \omega$, and tangent elevation offsets $y = \frac{x^2}{2R}$.
2Calculate Stopping Sight Distance Accurately: Be fluent with $S_t = \frac{V}{3.6} t_1 + \frac{V^2}{254(\phi \pm i)}$, accounting for driver reaction time ($t_1 = 1.2\text{ s}$ for Expressway/Class I, $1.5\text{ s}$ for Class II-IV) and longitudinal grade effects.
3Internalize Subgrade Compaction & Retaining Wall Checks: Memorize required compaction degree thresholds ($K \ge 96\%$ for upper subgrade on Expressways) and CBR limits (min $8\%$ for top 0–0.8m), and practice overturning ($K_0 = \frac{\sum M_v}{\sum M_h} \ge 1.5$) and sliding ($K_c = \frac{f \sum N}{\sum P_h} \ge 1.3$) checks on gravity retaining walls.
4Understand Mechanistic-Empirical Asphalt Design (JTG D50-2017): Master equivalent single axle load conversion using $BZZ-100$ ($100\text{ kN}$), cumulative ESALs ($N_e$), the 4 core design limit states (asphalt fatigue, base fatigue, subgrade rutting, surface rutting), and Marshall mix properties (VV, VMA, VFA, Dynamic Stability).
5Detail Rigid Cement Concrete Pavement Joints (JTG D40-2011): Memorize flexural tensile strength criteria ($f_r \ge 5.0\text{ MPa}$ for heavy traffic), dowel bar placement in transverse contraction dummy joints (smooth round bars with PVC/bitumen debonding sleeve on one half), and tie bars in longitudinal joints.
6Analyze Interchange Ramp & Speed-Change Lane Geometry: Understand the differences between Diamond, Trumpet, and Cloverleaf interchanges, minimum loop ramp radii ($50–60\text{ m}$), acceleration/deceleration lane length requirements, and taper vs parallel layout transitions.
7Apply Traffic Safety Barrier Containment Levels (JTG D81-2017): Master barrier containment categories (B, A, SB, SA, SS, HB, HA), design impact energies ($160\text{ kJ}$ for Level A, $280\text{ kJ}$ for Level SB, $400\text{ kJ}$ for Level SA), and bridge/embankment installation criteria.

Frequently Asked Questions

What is the Registered Civil Engineer (Road Engineering) qualification in China?

The Registered Civil Engineer — Road Engineering (注册土木工程师(道路工程)) is a national professional qualification administered under the MOHURD, MOT, and MOHRSS framework for road-engineering survey and design practice.

What is the structure of the examination and how does testing occur?

The qualification comprises two distinct stages: (1) The Foundation Examination (基础考试), an 8-hour closed-book objective test in one day covering Common Foundation (math, physics, chemistry, theoretical/fluid mechanics, engineering economics) and Specialized Foundation (civil engineering materials, soil mechanics, engineering geology, structural design principles). (2) The Professional Examination (专业考试), a 12-hour open-book test over two days comprising Professional Knowledge (80 single-choice + 60 multiple-choice questions over 6 hours) and Professional Case Analysis (50 engineering calculation and code application problems over 6 hours).

What are the passing scores and score roll-over rules?

Passing the Foundation Examination requires at least 132/240 points (55%). For the Professional Examination, candidates must pass both Professional Knowledge (120/200 points) and Professional Case Analysis (60/100 points) within the same examination year.

What key Chinese highway engineering codes and standards are evaluated?

The examination tests current Ministry of Transport (MOT) industry standards, most notably: JTG D20-2017 (Design Specification for Highway Alignment), JTG D30-2015 (Specifications for Design of Highway Subgrades), JTG D50-2017 (Specifications for Design of Highway Asphalt Pavement), JTG D40-2011 (Specifications for Design of Highway Cement Concrete Pavement), JTG D81-2017 (Design Specification for Highway Safety Facilities), JTG/T D70 (Specifications for Design of Highway Tunnels), and GB 5768 (Road Traffic Signs and Markings).

Why is this OpenExamPrep question bank provided in English?

This is an English-language MCQ study adaptation, not an official translation or format simulation and not a substitute for the professional case paper. Chinese terms such as 缓和曲线, 弯沉值, 压实度, 动稳定度, and 传力杆 are retained where integral to the syllabus.