2019The surveyor's road engineering subjects refer to answer 1, freeway, C 922, according to... Design value B 803, subgrade cross section... Excluding C longitudinal slope 4, below... The synthetic material is D foam 5, below, the correct is 6, dry soil method,..Kg D 67, freeway... Detection deflection =C 7-108, a site... The correct order is C 13245679,Cement stabilized macadam... Base d semi-rigid 10, in natural sand... Fineness modulus B 3-2.3 11, coarse aggregate... Depth C 100 12, coarse aggregate... Excluding D particle 13, in progress... Incorrect is C Cong 14, a cement stabilized macadam... Dry density a 2.17 15, inorganic binder... Not more than B 2 16, cementAdd B 0.3 17, a certain inorganic.... extension time refers to D from adding water 18, the following inorganic.... the delay time includes B 235 19, oil... The ductility will reduce B 20, according to... Correct is that a with film 21, special weight... Should not use C slag 22, lime... The test is C crushing value 23, the following.... the step is d collection 24, waterMud concrete.... resistance B 3.5 25, a test.... degree of compaction a 98.2 26, general situation.... the reason is a adapt 27, centrifugal analysis.... real value a is larger 28, handover acceptance.... main frequency C 1GHz judgment 1, when subgrade... Standard value √ 2, in cement... Damage × 3, pavement Engineering... Determined × 4, unqualified... Inspection and evaluation √ 5, highway pavement... Rigid type √ 6, inorganic.... 5mm √ 7, high-speed... Requirements × 8, geotechnical... Test × 9, cement... Strength √ 10, soil sample... Some √ 11, cement... Calculation √ 12, lime... Division × 13, to save... Carry out × 14, alcohol... Moisture content × 15, inorganic.... strength × 16, coarse aggregate... Worse √ 17, coarse aggregate... State √ 18, in the determination of... BiasLarge × 19, horizontal.... working × 20, cement.... less × 21, sub item... Quantity √ 22, quicklime... Cao × 23, asphalt... Test √ 24, aggregate... Moisture content × 25, methylene blue.... mud content × 26, bearing capacity of soil.... ratio √ 27, in Asphalt... Alcohol √ 28, cement... Waste √ 29, sub item... Unqualified × 30, compaction of soil... Multiple choice 1, influencing factorsThere are BCD 2, the following.... there are ACD 3, subdivisional works... Check AC 4, key items... Check items AB 5, highway... Evaluate ABC 6, about.... the correct are AC 7, the following.... the correct are AC 8, cement.... the correct are abd 9, the following... The wrong are 10, in determining... Factors are ab 11, in cement... The maximum dry density CD 12, inCoring.... D 13, about.... correct is ab 14, determination.... screening BD 15, below.... correct is ab 16, highway... Correct is ad 17, asphalt mixture... Measures are BC 18, a test.... wrong is AC 19, for hot asphalt.... incorrect is abd 20, basis.... correct is ACD comprehensive 1, (1) in cement.... requirementsAbd (2) cement.... stage BC (3) in order to improve... Measures are ACD (4) cement.... dimension is B (5) curing.... result is B 2, (6) cement.... content ABCD (7) estimated.... quantity is C (8) a group.... correct is B (9) about.... correct is B (10) below... Content is ab 3, (11) from economic... Detection B (12) pavement.... detectionABCD (13) pavement.... standard is C (14) highway..... Is divided into B (15) according to the result of..... D 4, (16) the Marshall... Is used to measure a (17) target.... parameters are ACD (18) Sheren.... correct ones are d

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