PE REVIEW 1200-1300

1200. With in _______ calendar days the contractor has commenced work or within calendar days after the circumstances or reasons justifying a claim for extra cost shall be occurred.
A. 5/25
B. 7/28
C. 14/28
D. 15/30
1201. For the installation of sheet pile the joint between the piles shall be practically ______________ w/n the piles are in place.
A. Welded
B. Watertight
C. Galvanized
D. Dirt Free
1202. How many bags of Portland cement (40kgs) is required for 1 cubic meter of class A (20.7) concrete?
A. 8
B. 9.1
C. 9.5
D. 11
1203. The allowable temperature of asphalt mix prior to spreading
A. 105
B. 107
C. 135
D. 180
1204. Pier, abutment what type of structure?
A. Super structure
B. Sub structure
B. Sub structure
D. Design structure
1205. Burlaps mat shall be maintained fully wetted and in position for _____ hours the concrete has been placed.
A. 48 hrs.
B. 72 hrs.
C. 24 hrs.
D. 36 hrs.
1206. The minimum amount of pavement widening on a curve shoulder
A. 300m
B. 400mm
C. 500mm
D. 600mm
1207. What is the required side lapping for corrugated G.I. sheet?
A. 1 corrugation
B. 1 ½ corrugation
C. 2 corrugation
D. 2 ½ corrugation
1208. How many pieces of standard size of concrete hollow block (CHB) for one square meter area of CHB wall?
A. 12
B. 12.5
C. 13
D. 13.5
1209. 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,
A. Occupational Safety and Health Standard
B. Construction Safety and Health Standard
C. Occupational Safety and Health Program
D. Construction Safety and Health Program
1210. Sawing of the joint shall commence as soon as the concrete hardened sufficiently to permit sawing without excessive raveling.
A. 1/ 24
B. 2/24
C. 3/24
D. 4/24
1211. What is the minimum design life span of bridge years?
A. 20
B. 30
C. 40
D. 50
1212. Most common pile hammer used in the Philippines
A. Jack hammer
B. Drop Hammer
C. Diesel hammer
D. NOTA
1213. Standard size of CHB
A. 15X30cm
B. 20X30cm
C. 20X40cm
D. 15X40cm
1214. Mortar for grouted rip rap shall be consist of sand, gravel, cement and water
A. 1:2
B. 1:3
C. 1:4
D. 1:5
1215. 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?
A. About 500 sq.m.
B. About 400 sq.m.
C. About 100 sq.m.
D. About 600 sq.m.
1216. What happens when the critical activities are delayed?
A. The critical activities are delayed
b. No effect to the project
C. Project is delayed
D. NOTA
1217. Within ____ calendar days the contractor has commenced work or within ____ calendar days after the circumstances or reasons justifying a claim for extra cost shall be occurred.
A. 5/25
B. 7/28
C. 14/28
D. 15/30
1218. What represents the overall structural requirement of a flexural needed to sustain the design traffic loading?
A. CBR
B. Reliability
C. Serviceability
D. Structural numbers
1219. In dredging works, what is the preferred side slope (vertical to horizontal) between original bottom and the indicated dredging level of a clay materials.
A. 1 to 4
B. 1 to 6
C. 1 to 5
D. 1 to 3
1220. If the project reaches of an accomplishment of ninety-five (95%) of the total contract amount, what does the Inspectorate Team submit to the contractor in preparation for the final turnover of the project?
A. Progress Billing
B. Punch list
C. Certificate of Completion
D. As-built Plan
1221. Methods of rolling / compacting asphalt?
A. From the center of the roadway
B. From side of shoulder to center of the roadway
C. From center of lane to side of shoulder
D. From center of lane to center of the roadway
1222. The higher the penetration, the asphalt is
A. Soft
B. Hard
C. Fluid
D. NOTA
1223. Consideration of road for sight distance?
A. Dry
B. Wet
C. Moist
D. Saturated
1224. Bearings for bridges are designed to provide free movements of girders. Which of the following is not used to allow such movement?
A. Expansion joints
B. Rockers
C. Sliding plates
D. Rollers
1225. 5250 bags of cement supplied to your project, how many quality test will you make?
A. 2
B. 3
C. 4
D. 5
1226. What class of concrete for footing, pedestal, massive pier, shafts and small amount of reinforced?
A. Class A
B. Class B
C. Class C
D. Class P
1227. How many Girders in Bridge in one lane?
A. 2
B. 3
C. 4
D. 5
1228. What is PCCP?
A. Portland Cement Concrete Pavement
B. Pozzolan Cement Concrete Pavement
C. Philippines Committee for Concrete Pavement
D. Philippines Cement Concrete Pavement
1229. What is the method used in constructing an embankment over a low swampy ground that cannot support the mass of truck loads and other hauling equipment?
A. re-blocking
B. sealing
C. grouting
D. overlaying
1230. For bridge project boring should be what?
A. 1 deep drill for each abutment (30-meter min.) 1 boring for each pier for multi-span (3.0 m into bed rocks)
B. 2 deep drills for each abutment (30-meter max.) 2 boring for each pier for multi-span (3.5 m into bed rocks)
C. 2 deep drills for each abutment (30-meter min.) 2 boring for each pier for multi-span (3.5 m into bed rocks)
D. 1 deep drill for each abutment (30-meter max.) 1 boring for each pier for multi-span (3.5 m into bed rocks)
1231. The depth of the weakened joints must be less than __________ and a width of ___________.
A. 40mm & 6mm
B. 50mm & 5mm
C. 40mm & 5mm
D. 50mm & 6mm
1232. A device used to measure the relative hardness of asphalt is __________________.
A. Penetrometer
B. Spectrometer
C. Vicat Apparatus
D. Armoured Thermometer
1233. What do you call the vertical distance from the culvert invert at the entrance to the water surface elevation permissible in the approach channel?
A. Freeboard
B. Headwater depth
C. Trail water depth
D. Scour depth
1234. In the foundation design, the allowed load or bearing capacity is obtained by reducing the ultimate bearing capacity by a factor of safety of:
A. 1.5
B. 2.0
C. 1 to 2
D. 2 to 3
1235. The equivalent physical measurement used in the determination of the cost of maintenance of our national roads and bridges and all its facilities is known as:
A. Lane kilometre
B. Equivalent maintenance kilometre unit
C. Equivalent maintenance kilometre
D. Standard kilometre unit
1236. After three weeks of completion, the asphalt overlay exhibited reflection cracking. What will you recommend to correct the said defect?
A. Apply seal coat
B. Apply additional bituminous mix
C. Redo the construction of the asphalt overlay
D. Apply cover aggregates
1237. For purposes of pavement design, the varying axle loads are converted to a common denominator which is in terms of:
A. 5,000 lb. (22 KN) wheel load
B. 10,000 lb. (44 KN) single axle load
C. 32,000 lb. (142 KN) tandem axle load
D. 18,000 lb. (80 KN) single axle load
1238. Unless otherwise specified, all materials below subgrade level in earth should be cut to a depth of:
A. 100 mm
B. 150 mm
C. 200 mm
D. 250 mm
1239. After the issuance of the “Punch List” during the pre-final inspection, what is the time duration imposed to complete the project without penalties?
A. One month
B. Two months
C. Three months
D. Four months
1240. Which of the following project documents attests that the materials incorporated into the project works corresponds to the quantity accomplished and conform with specifications?
A. Certificate of Quality Control Assurance
B. Quality Control Program
C. Notice to Proceed
D. Statement of Work Accomplished
1241. If the good and hard soil is available within 2 to 3 m below the bed level of a river, the design will generally require:
A. Spread foundations
B. Raft foundations
C. Pile foundations
D. Caisson foundations
1242. What is called that protects riverbanks?
A. River Side Wall
B. Sea Wall
C. Slope Protection
D. Revetment
1243. How many days for curing Stone Masonry?
A. 1 day
B. 2 days
C. 3 days
D. 4 days
1244. A one-lane road, with of 3.5 meters and shoulder width of 0.5 meter on each side of the pavement was designed to have sub-base and base coarse with a combined thickness of 300mm. If the thickness of the sub-base is 125mm, the spreading and compaction of the sub-base and base coarse shall be carried out in
A. 3 layers over the full width of 4.5 m
B. 2 layers over the full width of 4.5 m
C. 3 layers over the full width of 3.5 m
D. 2 layers over the full width of 3.5 m
1245. The repeated operation of fine grading and compacting the full width of the roadway undertaking any overlaying structural layers is _____________________.
A. Subgrade Preparation
B. Embankment
C. Structural Excavation
D. Base Preparation
1246. Typically, with diagonal black & yellow strips color used during road works and similar activities to cordon off areas, close roads or direct traffic and workers continue to work.
A. Containment Tape
B. Mesh Tape
C. Bollards
D. Barrier Board
1247. What is to be provided to protect concrete covering.
A. Gravel Bedding
B. Lean Concrete
C. Concrete Spacers
D. Chair Bars
1248. What is the apparatus used in determining the penetration grade of asphalt?
A. Penetrometer
B. Viscometer
C. Thermometer
D. Viscometric meter
1249. What is the true about Weephole Distance?
A. staggered 1.0 m horizontal
B. staggered 1.5 m horizontal
C. staggered 2.0 m horizontal
D. staggered 0.5 m horizontal
1250. Testing for physical properties of RSB, except?
A. Elongation
B. Yield Strength
C. Load Bearing Capacity
D. Tensile Strength
1251. The contractor shall given a warning and required to submit a detailed “Catch Up Plan” program on a fortnightly (two weeks) basis to eliminate the slippage.
A. 5%
B. 10 %
C. 15%
D. 20%
1252. ASTM means?
A. American Society for Testing and Materials
B. American Society for Testing Materials
C. American Society and Testing Materials
D. American Society of Testing and Materials
1253. What to do to increase river flow capacity, except?
A. By dike/levee
B. By widening of the waterway/river
C. By dredging/excavation
D. Riprap
1254. Test used in conducting pile foundation bearing capacity.
A. Pile integrity Test
B. High-Strain Dynamic Test
C. Pile load test
D. Sonic Logging Test
1255. Chemical reaction of cement when added with water.
A. Hydration
B. Solidification
C. Sedimentation
D. Hardening
1256. A project of 212000 kgs. of RSB. How many quality tests is/are required?
A. 21
B. 22
C. 23
D. 24
1257. Weight of 25mm diameter RSB in linear meter?
A. 3.85
B. 3.80
C. 3.88
D. 3.58
1258. Weight of 10mm diameter RSB in 6 meter?
A. 3.85
B. 3.70
C. 3.72
D. 3.75
1259. In the compaction of sub-base, the compacted dry density of each layer should not be less than what value of the maximum dry density, determined according to the AASHTO method?
A. 95%
B. 96%
C. 98%
D. 100%
1260. What is the required minimum field density for embankment materials?
A. 85%
B. 90%
C. 95%
D. 100%
1261. What is the maximum road gradient of bridge approach?
A. 6%
B. 8%
C. 9%
D. 12%
1262. The vertical clearance of flyover above the roadway shall not be less than.
A. 4.88
B. 5.03
C. 5.35
D. 6.03
1263. The rate of application of tack coating using liquid or emulsified asphalt is
A. 0.2 - 0.7 Liter/sq.m
B. 0.1 - 0.5 Liter/sq.m
C. 1.5 - 3.0 Liter/sq.m
D. 2.0 - 3.0 Liter/sq.m
1264. What is the minimum width required in pipe culvert excavation?
A. 300 mm greater than the diameter of the pipe
B. 2 times the diameter of the pipe
C. 1.5 times the diameter of the pipe
D. Just enough to put the pipe
1265. ______________ is to bond the existing pavement to new pavement?
A. Tack Coat
B. Seal Coat
C. Prime Coat
D. Aggregate Surface Course
1266. Final compaction and smoothing of item 310 should be done by a
A. Pneumatic – tired roller
B. Sheep foot roller
C. Vibratory roller
D. Tandem smooth wheel roller
1267. In asphalt construction, Compaction shall begin rolling at the sides and proceed longitudinally parallel toward the road centerline, each strip overlapping ______ the roller, gradually progressing to the crown of the road.
A. 1 ½m
B. 1/3m
C. 0.30m
D. ½m
1268. __________ is the depth of corrugation of PCCP after brooming?
A. 2 mm
B. 3 mm
C. 1.5 mm
D. 4 mm
1269. When consolidating concrete during pouring operations, vibrator should not be operated in any one location longer than:
A. 10 seconds
B. 15 seconds
C. 20 seconds
D. 30 seconds
1270. The contractor shall keep records of all piles driven or installed.
A. Pile Records
B. Record of Driven Piles
C. Pile Driving Log
D. Pile Log
1271. For any proposed bridge site, the topographic and river surveys should be extended from the centerline of the bridge at least
A. 100 to 200 upstream only
B. 100 to 200 downstream only
C. 100 to 200 upstream and downstream
D. 300 m upstream and downstream
1272. Embankment compacted thickness per layer?
A. 150 mm
B. 200 mm
C. 180 mm
D. 250 mm
1273. The application of liquid asphaltic material on a prepared untreated base is.
A. Prime Coat
B. Seal coat
C. Tack coat
D. NOTA
1274. Prime coat shall be left undisturbed for at least _____________.
A. 6 hours
B. 12 hours
C. 24 hours
D. 16 hours
1275. Piles shall not be moved until the test indicates that the concrete has attained a compressive strength of at least _______ of the design 28 days compressive strength has been attained.
A. 75%
B. 80%
C. 85%
D. 100%
1276. When the average thickness of the pavement per lot is deficit by __________, the pavement is removed and replace and no payment.
A. 20mm
B. 5 mm
C. 25 mm
D. 15 mm
1277. If Strength of concrete specimen deficit by ________, the pavement is removed & replace and no payment.
A. 15%
B. 20%
C. 25%
D. 10%
1278. How Cassion Foundation done?
A. Driven
B. Pre-cast
C. Cast in Place
D. Drilled
1279. Who prepare the Quality Control Program?
A. DPWH ME
B. Contractor ME
C. DPWH PE
D. Contractor PE
1280. 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?
A. Liquidated damages
B. Termination insolvency
C. Termination of default
D. Termination of convenience
1281. Test specimen used in compressive strength.
A. Beam
B. Cube
C. Cylinder
D. Both b&c
1282. As a Materials Engineer, when is the right time to start the sampling and testing of aggregates base course materials?
A. Once the source is identified.
B. After the materials was incorporated into work.
C. One the material already delivered.
D. As construction work progress.
1283. It is the transverse slope provided to counteract the effect of centrifugal force and reduce the tendency of vehicle to overturn and to skid laterally outwards by raising the pavement outer edge with respect to inner edge.
A. curvature
B. widening
C. elevated
D. superelevation
1284. Which of the following is the thinnest and most fluid grade of medium curing cutback asphalt?
A. MC-30
B. MC-70
C. MC-250
D. MC-800
1285. Minimum curing of structural concrete?
A. 21 days
B. 3 days
C. 7 days
D. 14 days
1286. Field density test is conducted to determine the _________________________ of item 104 & item 200.
A. Optimum Moisture Content
B. Max Dry Density
C. Degree of Compaction
D. Bearing Capacity
1287. What is the maximum road gradient of bridge approach?
A. 6%
B. 8%
C. 9%
D. 12%
1288. All piles shall be driven within an allowed variation of __________ per meter of pile length from the vertical or butter.
A. 10mm
B. 20mm
C. 5 mm
D. 15 mm
1289. The strength of concrete is considered satisfactory when the average strength of all sets of 3 consecutive strength test results equal or exceed the specified strength and when no individual strength test result is deficient by more than:
A. 10 % of f’c
B. 15 % of f’c
C. 20 % of f’c
D. 25 % of f’c
1290. The composition and strength of concrete for use in structures is based on ______________.
A. 50 kg/bag
B. 90 kg/bag
C. 45 kg/bag
D. 40 kg/bag
1291. What type of schedule is shown below? (blank, poured footing, strip footing)
A. Gant Chart.
B. Critical Path Diagram Method.
C. Precedence Diagram Method.
D. Line of Balance (LOB) Schedule.
1292. Which of the following is not authorized to test materials for use in DPWH project?
A. Any DPWH accredited private testing laboratory.
B. Any testing laboratory of local government unit.
C. Any DPWH Implementing Office laboratory.
D. DOST Testing laboratory.
1293. This is driven in order to determine the casting length of piles.
A. Test pile
B. Bored pile
C. Sheet pile
D. Batter pile
1294. Which of the following is the responsibility of the project engineer?
A. Sampling of materials
B. Analysis of test results of materials
C. Scheduling of delivery of materials
D. Design of concrete and asphalt mixes
1295. Upon Sample has been taken it should keep at?
A. Contractor Warehouse.
B. Any DPWH accredited Private Testing Laboratory.
C. Any Testing Laboratory of Local Government Unit.
D. DOST Testing Laboratory.
1296. Which of the following measures is not part of a catch plan to put the back on the schedule?
A. Deployment of additional equipment
B. Assignment of an additional project manager
C. Adoption of 24/7 work schedule
D. Employment of higher technology
1297. What is the color of the strip at safety vest use in construction?
A. Orange
B. Silver
C. Yellow
D. Gray
1298. Warranty Period of PCCP for structural defects?
A. 50 years
B. 1 year
C. 15 years
D. 5 years
1299. Who is responsible in implementing safety of employees.
A. Contractor’s PE
B. DPWH PE
C. Contractor Safety Officer
D. DPWH Safety Officer
1300. What is the appropriate splice location of reinforcing bars in reinforced of columns?
A. Within the middle third of the height of the column
B. 30 cm from the beam soffit
C. At the joint between beams and columns
D. Within 1.5m from the floor level
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