PE / PI / ME Exam 2

101問 • 2年前

問題一覧

1192. Resurfacing of unpaved shoulder that has settled or been eroded by the traffic and water activity under _________________.

preventive maintenance

1191. What is the minimum width required in pipe culvert excavation?

300mm greater than the diameter of the pipe

1190. On slopping surface, concrete should placed starting at _______________.

bottom of slope

1189. Depth of exploration for highway project with light cut and fill where there are no special problems should extend to maximum depth of

1.5m below the proposed subgrade

1188. DPWH Department Order No. 47 series of 2015 requires international roughness index (IRI) values of not more than ___________for both asphalt and pavement for National Primary Roads.

3.00 m/ Km

1187. In laying stone components of item 505 (riprap & grouted rip rap) each stone should be

Laid with its longest axis perpendicular to the slope

1186. The depth of corrugation and roughened finish by brooming on the surface of a newly set concrete pavement should not be more than

1.5mm

1185. Which of the following financial controls should be imposed if the project is delayed?

Liquidated damages

1184. What is the required area of the trial section needed to check the suitability of the materials and efficiency of the equipment and construction method the contractor will use?

About 500 sq.m.

1183. How many core sample should be taken for thickness determination of a 2 kilometer concrete road pavement?

1182. After a typhoon, a dam measuring 250meters suffered a 40 meters breach equivalent to 4.8 billion. You found out that it is impossible to close the gap before the onset of rainy months . Which may result in total collapse of dam. If you are the new project engineer, what will you do?

Armor the breached section with gabions mattress and spur dike to utilize gap as diversion channel

1181. What is the standard weight of 6m long, 12mm diameter RSB graded 40?

5.34

1180. It refers to the amount of time where by a successor activity can be delayed with respect to the predecessor activity under a precedence diagram method( PDM ).

Lag time

1179. Strength for reinforcement concrete culvert pipes (RCCP) shall not calculated in terms of KN per linear meter to produce_________mm crack ultimate road.

0.3mm

1178. In Portland cement stabilized road mixed base coarse preparation the contractors shall not be permitted to drive heavy equipment over completed portions prior to the end _____days during period except pneumatic-tired equipment required for constructing adjoining sections.

1177. What is the minimum width of PWD ramp ?

1.20m

1176. Where should stop line be placed at 4 legged road?

Entry

1175. Mortar for grouted rip rap shall be consist of sand, gravel, cement and water

1:4

1174. In flood design structure pccp, box culvert, roads, rcpc

10 YRS

1173. Standard size of CHB

20X4Ocm

1172. Pile integrity test shall be conducted on at least

50% of total # of bored pile

1170. What is the minimum thickness of bedding material beneath a concrete pipe ?

100mm

1169. Being a project inspector you are asked to monitor the ongoing construction of a revetment. Which of the following should have the highest elevation.

Head Wall

1168. A fixed time constraint between two events it is represented by hairpin curve arrows

Critical path

1167. The traverse reinforcement in yielding, performance of reinforced concrete columns of bridges, which mode of failure does this sieve?

Axial failure

1166. What is the minimum design life span of bridge years?

1165. If the design thickness of aggregate sub base course is 200mm. In how many layers may be the material be spread and compacted?

1 layer

1164. The length of a ramp should not exceed 6.0m if the gradient is_______longer ramps whose gradient is ________ shall be provided with landing not less than_________

1.5m& 1:12

1163. The asphalt pavement represented by the core shall be accepted if deficiency in density is more than________

1162. What represents the over all structural requirement of a flexural needed to sustain the design traffic loading?

CBR

1161. Which type of survey is undertaken when a proposed project land?

Parcellary survey

1160. Which of the following refers to the termination of the contract for (DGCS) in infrastructure project when the contactor has incurred a negative of 15% or more, or when the contract has expired and has negative slippage of 10% or more?

Termination of default

1159. In constructing pre cast railings, moist tampered mortar precast member shall be removed from the molds as soon as practicable and shall be kept damp for a period of______days.

1158. The transverse joint shall be constructed within_________

1.5 m

1157. Transverse construction joint shall be constructed when there is an interruption of more than______minutes in concreting operation.

30 minutes

1156. Sawing of the joint shall commence as soon as the concrete hardened sufficiently to permit sawing without excessive raveling.

4/24

1154. When constructing along the road, there are possible choices of traffic control, one of which is by the use of traffic controller/flagmen. Which of the following would not need flagmen to control the movement of traffic at worksite? I. Where one lane of a two-way road or bridge is closed. II. Where distance to the work sites is limited. III. Where traffic is directed through red traffic signals. IV. Where construction machinery regularly closes or enters a road. V. Where there is a need to slow the traffic down to an acceptable.

Ill only

1153. Which of the following statement is/are true regarding traffic controllers on a road construction work area? I. The traffic controller for a road site should stand approximately 50meters in advance of work area. II. Traffic controller may control traffic while seated III. The traffic controller should be visible on the curb side of shoulder clear of the travelled path view both the worksite and oncoming traffic?

Ill only

1152. Which of the following statement is/are true in temporary pavement marking road works? I. In some situation, temporary pavement marking may need by the used to guide users through a worksite. II. In a situation where existing pavement marking is not appropriate or misleading, lane marking may be modified, but previous marking should be removed III. Reflective pavement marking studs may also be used at long term worksite with conjunction with changed pavement markings.

lI ONLY

1151. Forms for paving concrete shall remain in place undisturbed for not less than the________hrs after concrete pouring.

1150. What is the minimum comprehensive strength of the concrete before tensioning and the pre-stressing reinforcement?

28 mpa

1149. Bearing capacity test shall be conducted at locations as specified in the plans or as designated by the project engineer to determine___________________?

Check the actual bearing capacity

1146. The repeated operation of fine grading and compacting the full width of the roadway to undertaking any overlying structural layer is

base preparation

1145. When shall the repayment of advance project commence?

After 20% of contract works, excluding the provisional sum is completed

1144. A requirement submitted by the contractors to the project engineer to a ascertain that the procedure have been taken in accordance within the specific from the concreting works.

Pouring permit

1143. Which of the following requirement is NOT required as support document to " as built plans"

Approved "as stated plans"

1142. The depth of weakened plane joints should not be less than.

50mm

1139. In the design guidelines, criteria and standard of ( DGCS) Recommended limits of span length of different super structures for an span bridges for reinforced concrete girder ( DGCS) bridges, recommended range of span in meters is

15 to 24

1140. In asphalting works, there are_____phases of rolling.

1135. Vibrators shall operate at a frequency of 8300 to 9600 impulse per a minute under load at a maximum spacing of

60 cm

1134. The CBR value of aggregate sub-base is not less than

1133. A road section with a length of 30km was schedule to paint thermoplastic pavement marking on October 2015, this section is located on in a low speed, low volume road. When shall be the next schedule of application of thermoplastic marking?

October 2017

1131. Soil and Drainage pipes shall have a pitch of________per 3mm per 300mm.

6mm

1128. The application of liquid asphaltic material to an existing surface of a base

Tack coating

1127. The application of liquid asphaltic material on a prepared untreated base is

Prime coating

1125. Immediately after the finishing operations have been completed and the concrete has sufficiently set the entire surface of the newly placed concrete shall be cured in accordance with other one of the methods except?

Rice hull

1124. The area of slab for which no payment will be made shall be product of the paving width multiplied by the distance along the centerline of the road between transverse section found not deficient in thickness by more than.

25MM

1123. Which of the following is not a flood damage mitigation measure.

Highway drainage

1122. 130 tons of bituminous material how many sample should be taken

20KG

1121. Which of the following is not a field test in road construction

CBR

1119. Under which of the following condition must a change order not be used?

Where there is increase in cost in construction material

1117. What joint to be used when there is an interruption of more than 30 minutes during concreting operation?

transverse construction joint

1115. Concrete in the area represented by the cores will be considered adequate in their average strength is equal to.

at least 85% and no single core is less than 75% of fc

1114. If the minimum compressive strength for concrete class A is 20.7, what is the minimum compressive strength for concrete class C.

28 MPA 4000 Lbs/sa.in.

1113. The asphalt pavement represented by the core shall not be accepted if the deficiency in the average thickness is more than ________mm?

1112. Each pile after driving shall be with_______mm from theoretical location underneath pile cap.

150MM

1111. The warranty period of structural defect on permanent structure is equivalent to how many years.

15 YRS

1110. How often can progress payment be requested by the contractors?

Once a month

1109. Min earth cover of RC PIPES laid horizontally from the natural ground

300MM

1107. The frequency for the quality control sampling and testing is established in the

Approved quality control program

1106. What is the simplest type of bridge super structure for a concrete bridge with a span of 12 meters?

flat slab

1105. What is the allowable tolerance for dredging work?

300mm

1101.River trimming structure constructed along and perpendicular to the banks of river these structures are called

Spur dike

1100. Deficiency of asphalt

1099. When you poured at single lane of concrete pavement

1000 In.m

1098.CHB rebar horizontal location at every?

3 layer

1097. 200mm thk. aggregate sub base course to compact each layer

1 layer

1096. Pile cap dimension from sheet pile

150mm

1095. If the minimum compressive strength for concrete class A concrete is 20.7 mpa, what is the minimum compressive strength for concrete class C?

20.7 MPA

1094. Unbalanced bid items should be paid in full when subject major item has been completed and the entire project is:

80% completed

1093. When will the certificate of Final lnspection be issued?

after the inter-bureau committee has conducted inspection

1092. What do you call the complementary drawings prepared by a contractor or supplier which how specific structural elements or items of equipment are to be fabricated and installed?

Shop drawing

1091. Which of the following is not a result of poor materials control in a project?

Inflation

1090. When a project is delayed, and the contractor desired to complete the project on time, he may submit to approval;

Catch ーup schedule

1089. In the DPWH Standard Specifications, What is the item no. of excavation?

102

1086. The is an area where drivers are redirected out of their normal path of travel if a roadway needs to be partially closed due to road works.

Transition area

1085. The following are the communication principles for a good signage and markings except;

Concise

1084. An acacia tree was found protruding the carriageway of a newly widened national road. Frequent night-time road crashes were noticed to be associated by the presence of this tree. What is the best solution for this problem?

Remove tree

1083. The following are important elements to consider for barangay roads except;

All through traffic eliminated

1082. Which of the following road classification is proposed for road corridor connecting several highway urbanized centers with ribbon-type of development of commercial business and industrial establishment?

expressway

1081. A shifts a line traffic sideways where the traffic must join with another line of traffic travelling in the same direction.

Merge Taper

1080. Road work signs shall be installed before work starts in the folowing sequence.

Advance Warning, Other Warning Signs, Driver Instruction Signs

1079. This Department Order set the guidelines, rules and procedure to be followed by all concerned in the implementation of DOLE D.O. No. 13 series of 1998 otherwise known as the Guidelines Governing Occupational Safety and Health in the Construction Industry, with emphasis in the methodology to be used in estimating the cost of construction safety and health program as required in this section 17.

D. O. 56 series of 2005

1078. The refers to a set of detailed rules to cover processes and practices that should be utilized in a specific construction site including the personnel responsible and the penalties for the violation thereof,

Construction Safety and Health Program

1077. For general construction work, the required basic PPEs for all workers shall be Safety Helmet, Safety Gloves and Safety Shoes. Specialized PPEs shall be provide to workers in addition to or in lieu of the corresponding basic PPE as the work or activity requires. Which of the following specialized PPE should be given for workers involved of pouring of concrete, if workers hands may have contact with fresh concrete?

Chemical Resistant Gloves

1075. The shall monitor all ongoing projects being unimplemented by the Department and reported that contractor/s and implementing offices who are not observing/ implementing the Road Works Safety and Traffic Management and Construction Survey and Health requirements.

Bureau of Quality and Safety

1073. Under item 310 , the asphalt content of bituminous mix on the basis of total dry aggregate should be between:

5% to 8%

1072. Adequate compaction of item 201 will result to which of the following:

A and B.

The Plasticity Index ( Pl ) required for item 201, Aggregate Base Course materials, should not be greater than:

100

1070. What should the Resident Engineer do when an asphalt pavement under construction attains a density of 85% at the time of compaction?

Require additional rolling until the minimum density requirement is attained

PE/PI/ME Exam

denis cagomoc · 106問 · 2年前

PE/PI/ME Exam