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MSTE terms
| Question | Answer |
|---|---|
| Standard sign shape for STOP sign. | Octagon |
| Standard sign shape for GIVE WAY sign. | Equilateral triangle |
| The color of No Loading/Unloading Zone markings | Red |
| Device mounted on a fixed support (permanent signs) or portable support (temporary signs) whereby a specific message is conveyed by means of words or symbols placed or erected for the purpose of regulating, warning or guiding traffic. | Traffic signs |
| Signs which inform and advise road users of directions, distances, routes and the location of services for road users and point of interest | Guide Signs |
| Signs used to guide drivers through a change in horizontal alignment of the road. | Chevron signs |
| The design element which is the most affected by the volume of traffic. | Number of Traffic Lanes |
| The primary consideration in the design of geometric cross sections for highways, runways and taxiways is _______. | Drainage |
| Reaction times vary widely. As a result, the usual practice is to use a single, rather conservative value. AASHTO suggests a value of ____ in its Policy on Geometric Design of Highways and Streets. | 2.5 sec |
| It provides the detailed requirements for the materials, equipment and workmanship to be incorporated into the project. | Specifications |
| This refers to drawing, usually accompanied by notes, of various aspects or components of the design. | Plans |
| It includes cost estimates for various parts of the project and are used to evaluate the acceptability of bids and the financial feasibility of the project. | Estimates |
| ________ is the process of increasing the density of a soil by mechanically forcing the soil particles closer together, thereby expelling air from the void spaces in the soil? | Compaction |
| ________ is an increase in soil density of a cohesive soil resulting from the expulsion of water from the soil’s void spaces. | Consolidation |
| Compactor production is based on the following data: | I. Number of paces required II. Width compacted per pass III. Compactor speed IV. Compacted lift thickness V. Job Efficiency all of the above |
| The process of giving natural soils enough abrasive resistance and shear strength to accommodate traffic or design loads is called? | Ground Modification |
| It involves dropping a heavy weight from a crane onto the ground surface to achieve soil densification. | Dynamic Compaction |
| ________ or placing additional weight on the soil surface, has long been used to densify cohesive soil. | Surcharging |
| ________ is the process of densifying cohesionless soils by inserting a vibratory probe into the soil. | Vibroflotation |
| Workers in an excavation be protected from cave-ins by one of the following methods: | I. Sloping or benching of the sides of the excavation. II. Supporting the sides of the excavation by shoring. III. Placing a shield between workers and the sides of the excavation. IV. Drying soil to prevent collapsing. I, II, and III |
| In highway construction, the process of cutting down high spots and filling in low spots of each roadway layer is called? | Balancing |
| It is nothing more than a column driven into the soil to support a structure by transferring building loads to a deeper and stronger layer of soil or rock. | Pile |
| It is defined as the maximum safe speed that can be maintained over a specified section of a highway when conditions are so favorable that the design features of the highway govern. | Design Speed |
| The basic lane width appropriate for national road is _______. | 3.35 m |
| It is advisable for a site plan to contain a large-scale map of the overall area and to indicate where the project is located on the site. | Vicinity Map |
| This drawing has elevation as its vertical axis and horizontal distance as measured along the centerline of the facility as its horizontal axis. | Profile |
| This applies to curved facilities, suc as highways or railways only. It consists of a graph with a roadway or railway cross slope versus horizontal distance. | Super-elevation Diagram |
| This view has elevation as its vertical axis and horizontal distance, measured perpendicular to the centerline, as its horizontal axis. | Geometric Cross Section |
| It is a violation of an accepted safe procedure which could permit the occurrence of an accident | Unsafe Act |
| A hazardous physical condition or circumstance which could directly permit the occurrence of an accident. | Unsafe Condition |
| Rule is the guidelines regarding Personal Protective Equipment (PPE). | Rule 1080 |
| How do you test the relative consistency of concrete? | Slump test |
| Most important process to prepare concrete: | Batching |
| The number of days final curing for a concrete cement pavement is done for: | 14 days |
| It is the process where a load is prepared for lifting using a lifting machine. The main part of this process is the tying up of the load with sling and other connecting devices so that the load could be hooked onto a crane. | Rigging |
| Complete or partial dismantling of a building or structure by pre-planned and controlled methods or procedures. | Demolition |
| It is capable of spreading, consolidating, and finishing a concrete slab without the use of conventional forms. | slipform paver |
| It is a very versatile machine that has the longest reach for digging and dumping of any member of the crane shovel family. | dragline |
| The bucket volume contained within the bucket when following the outline of the bucket sides is called: | Plate line capacity |
| Assumes a level of material flush with the lowest edge of the bucket | Water line capacity |
| The bucket capacity when the load is struck off flush with the bucket sides. | Struck capacity |
| It represents those components of cycle time other than travel time. | Fixed time |
| This represents the travel time required for a unit to haul material to the unloading site and return | Variable time |
| This should be done during the first seven days in order that the expected development of strength will be obtained and the occurrence of plastic cracks will be prevented or minimized. | Curing |
| A mixture of cementitious materials and water, with or without aggregate, proportioned to produce a creamy consistency. | Grout |
| Joints placed in concrete pavements, which are usually placed transversely, at regular intervals, to provide adequate expansion space for the slab to expand when the pavement is subjected to an increase in temperature. | Expansion Joint |
| Joints placed in concrete pavements, which are usually placed transversely regular intervals across the width of the pavement to release some of the tensile stresses that are due to a decrease in temperature. | Contraction Joint |
| Joints placed in concrete pavements, which are usually placed transversely across the pavement width to provide suitable transition between concrete placed at different times or on different days. | Construction Joint |
| Joints placed in concrete pavements at right angles to the center line of the pavement is called: | Transverse Joint |
| It is a type of thermoplastic lane marking designed to aid and provide motorist with visual, audio, and warning on the road. | Rumble strips |
| Which of the following is NOT an objective for traffic barriers? | Increasing capacity |
| Which of the following duties normally NOT be a responsibility of the estimating department within a general contractor’s organization? | project cost accounting |
| In competitive bidding, when the bids are all opened, the owner will normally award the contract to the lowest | responsible bidder |
| What is the accepted normal limit of peripheral vision? | 160° |
| According to NSCP, the slope of cut surfaces shall be no steeper than: | 2H:1V |
| According to NSCP, the slope of fill surfaces shall be no steeper than: | 2H:1V |
| Any temporary elevated platform used for supporting employees or materials or both in the course of any construction works | Scaffold |
| What are the capacity requirement for all scaffoldings? | At least 4 times its own weight |
Created by:
akoaytao99