Colors

table 48.1 Common Color-Coded Stoppers and their Additives and Lab Uses

visible light and colour

vital statistics and secondary data sources

Los Colores - The Colors

Iceberg demonstrates the relationship between direct and indirect costs of accidents, showing that on average, indirect costs exceed direct costs. Examples of indirect costs include: - a) Overhead costs - b) Schedule delays - c) **Medical costs** (DIRECT COST) - d) Cleanup time ## 7. Geometric Sequences - **Sequence Identification:** The proper arrangement of the following shapes by their complexity is: I. Quadrilateral II. Parallelogram III. Rectangle IV. Square. - a) II, IV, III, I - b) I, II, III, IV - c) IV, III, II, I - d) I, III, II, IV ## 8. Building Use Classification - The term **Occupancy** refers to a type of use of a building for interior space such as an office, restaurant, private residence, or school, grouped based on similar life-safety characteristics, fire hazards, and combustible contents. - a) Building elements - b) **Occupancy** - c) Building Code - d) Accommodation ## 9. Construction Pit Transport Fees - The maximum distance, as specified in the construction contract, which the contractor is expected to transport soil material without receiving additional payment, is known as **Freehaul distance**. - a) **Freehaul distance** - b) Overhaul distance - c) Haul distance - d) Baseline distance ## 10. Retarder Application Principles - **Fundamental Principles for Upper Retarders:** The retarder should be as near as possible to the warm side of the insulation or the warm face of the assembly. Moreover, it should be installed using a method appropriate for the specific condensation hazard. ## 11. Material Characteristics - **Hardness**: A measure of a material's ability to resist indentation or penetration. - a) **Hardness** - b) Ductility - c) Toughness - d) Resilience ## 12. Soil Density Changes - **Consolidation**: An increase in the soil density of cohesive soil resulting from the expulsion of water from the soil's void spaces. - a) Segregation - b) **Consolidation** - c) Compaction - d) Soil Stabilization ## 13. Concrete Finishing Process - The correct step-by-step process of finishing standard weight concrete slabs is as follows: 1. Bleeding 2. Screeding 3. Leveling 4. Edging 5. Jointing 6. Floating 7. Troweling 8. Broom finishing ## 14. Safety Oversight Authority - The entity given authority to review reports of inspection, accident investigations, and the implementation of the program is the **Health and Safety Committee**. - a) **Health and Safety Committee** - b) DOLE - c) DPWH - d) BFP ## 15. Soil Grouting Process - The process of injecting any agent into soil or rock to increase its strength or stability, protect foundations, or reduce groundwater is termed **Grouting**. - a) **Grouting** - b) Pumping - c) Bleeding - d) Screeding ## 16. Construction Safety Program Requirements - Every construction project must have a suitable **Construction Safety and Health Program**, which adheres to the rules and orders issued by the DOLE. - a) **Construction Safety and Health Program** - b) Occupational Health and Safety Program - c) Occupational Safety and Health Administration - d) Workplace Safety and Procedures ## 17. Safety Sight Distance and Vehicle Characteristics - One of the provisions for safety sight distance is dependent on the characteristics of the vehicle, including: - I. Type of vehicle (car or truck) - II. Friction between the tire and road - III. Eye height of the driver - IV. Speed of the vehicle - a) I only - b) II and III only - c) IV only - d) **All of the above** ## 18. Concrete Leveling Technique - **Screeding** is the process to level a floor or layer of concrete with a straight edge using a back and forth motion while moving across the surface. - a) Troweling - b) **Screeding** - c) Floating - d) Finishing ## 19. Structural Support Types - A structure driven into the soil to support construction by transferring building loads to a deeper and stronger layer of soil or rock is referred to as a **Pile**. - a) Caisson - b) Pier - c) Shoring - d) **Piles** ## 20. Road User Guidance Signs - **Guide signs** inform and advise road users of directions, distances, routes, and the location of services. - a) Cross road sign - b) **Guide signs** - c) Advance direction signs - d) Traffic instruction signs ## 21. Delay Concept in Transportation - The **Delay** refers to the difference between the actual travel time and the ideal travel time for a segment of the transportation system. - a) Queue time - b) Travel time - c) **Delay** - d) Service time ## 22. Construction Instructions - **Specifications** are written instructions detailing how a facility is to be constructed. - a) **Specifications** - b) Estimates - c) Bid documents - d) Plans ## 23. Tidal Wave Phases - The interval referring to the time delay in highest tide for each location due to cosmic forces and friction is called the **Age of Tides**. - a) **Age of Tides** - b) Lunar tide - c) Diurnal tide - d) Semi-diurnal tide ## 24. Road Environment Factors and Safety Sight Distance - The provision for safety sight distance is influenced by the following characteristics of the road environment: - I. Road geometry - II. Road surface - III. Road illumination at night - IV. Road topography - a) I and IV only - b) I, II, and III only - c) II and IV only - d) **All of the above** ## 25. Pavement Cracking Types - **Transverse cracking** occurs at right angles to the pavement centerline due to shrinkage or differential thermal stress of the asphalt concrete or reflective cracks. - a) Alligator cracking - b) Block cracking - c) **Transverse cracking** - d) Longitudinal cracking ## 26. Pavement Surface Wear - **Raveling** refers to the wearing away of the pavement surface caused by dislodging of aggregated particles and binder, often a result of insufficient asphalt binder in the mix. - a) Joint or crack spalling - b) Flushing - c) Bleeding - d) **Raveling** ## 27. Surveying Procedures - **Double centering** is a procedure in a horizontal angle layout that involves turning the angle twice and creating a line of sight for critical points. Not used on every point. ## 28. Fatigue Resistance Measure - **Fatigue resistance** is the measure of a material's ability to withstand cyclic (repeated) stresses, with the risk of fracture occurring without warning, even below yield strength. ## 29. Screeding Definition - **Screeding** is defined as the method of moving a straight-edge back and forth with a saw-like motion across the forms to finish concrete surfaces. ## 30. Hazard Definition - A **Hazard** is defined as a source or situation that poses a potential risk for harm, injury, or damage to health, property, or the environment. ## 31. Risk Definition - **Risk** is defined as a human action that deviates from commonly accepted safe procedures that may result in an accident; it requires adherence to a suitable Construction Safety and Health Program, per DOLE requirements. ## 32. Loading Zones - **Loading and unloading zone markings** must be red in color. ## 33. Project Definition - A **Project** is a series of activities with specified objectives that have defined start and end dates, monitored planning, and resource consumption, including money, labor, and equipment. - a) **All of the above** - b) I, II, IV, and V - c) I, II, and IV - d) I, III, and V ## 34. Contract Changes - The following reasons may cause a contract change, except for: - a) Unforeseen conditions - b) **Poor jobsite productivity** - c) A change in owner requirements - d) Designer omission or error ## 35. Road Condition Characteristics - Factors affecting safety sight distance based on the road environment include: - I. Road geometry-grade and curvature sight limitations - II. Road surface-sealed or unsealed, and its smoothness - III. Road illumination at night - IV. Road topography - a) I, II, and III only - b) **All of the above** - c) I, III, and IV only - d) II, III, and IV only ## 36. Structural Properties in Coastal Construction - Key structural properties vital for material selection in harbor and coastal construction include: - I. Specific gravity - II. Material strength - III. Resistance to cyclical impact loading - IV. Resistance to seismic forces - V. Material flexibility - VI. Structural size - a) I, II, and III only - b) IV, V only - c) I, III, and IV only - d) **All of the above** ## 37. Piling Definition - **Piles** are structural components driven into the soil transferring building loads to deeper and stronger soil or rock layers. ## 38. Trip Definition - A **Trip** is defined as the basic unit of travel behavior, involving movement from a single origin to a single destination, characterized by origins, destinations, purposes, and travel modes. ## 39. Signal Coordination - **Signal coordination** involves timing signals in relation to one another, allowing vehicles traveling at a determined speed to pass through successive green lights. ## 40. Rumble Strip Purpose - A **Rumble strip** is a type of thermoplastic lane marking that provides motorists with visual, audio, and motion warnings on the road. ## 41. Grade Resistance - **Grade resistance** represents the component of vehicle weight that acts parallel to an inclined surface. ## 42. Hazard Circumstances - **Hazard** refers to circumstances that deviate from standard conditions, permitting occurrences of accidents or incidents. ## 43. Demolition Area Restrictions - During demolition, no one except workers directly engaged in demolition shall enter an area within a distance equal to 1.5 times the height of the structure being demolished. ## 44. Logistic Definition - **Logistics** refers to the strategic management of resources, materials, and information to ensure efficient movement and delivery of goods and services. ## 45. Design Speed - **Design speed** refers to the maximum safe speed that can be maintained over a specified section of highway under favorable conditions governed by design features. ## 46. Bid Bond Valid Statement - A valid statement regarding a **bid bond** is that it represents costs incurred by the owner if the bidder fails to enter into a contract. - a) It pays for costs incurred by the bid deadline is mixed. - b) **It represents the costs that the owners incur if the bidder fails to enter into a contract.** - c) It represents costs incurred by subcontractors if the project is underbid. - d) It pays for office overhead costs related to a bid ## 47. Hygroscopic Material Definition - **Hygroscopic** refers to a substance that tends to absorb water from the air. ## 48. Safe Pile Capacity Data - The safe capacity of piles driven by powered hammers is based on data comprising: - I. Average penetration per blow (last six blows) - II. Energy of hammer - III. Weight of hammer - IV. Weight of pile including appurtenances - V. Coefficient of restitution based on pile weight - VI. **All of the above** ## 49. Berth Structure Definition - A **Pier** is a berth structure projecting out from the shoreline. - a) Groin - b) Wharf - c) Breakwater - d) **Pier** ## 50. Road Alignment Signs - **Chevron signs** are used to guide drivers through a change in the horizontal alignment of the road. - a) **Chevron signs** - b) Supplementary signs - c) Guide post signs - d) Delineators ## 51. Road Delineation Devices - Delineation of road alignment includes: - I. Pavement Markings - II. Signs - III. Guide Posts - IV. Reflective delineators - V. Lighting - VI. Curb or other physical devices - a) I, II, II, and IV only - b) I, II, IV, and VI only - c) I, V, V, and VI only - d) **All of the above** ## 52. Properties of Queuing Diagrams - Important properties in queuing diagrams include: - I. The slope of D(t) is the departure rate; the slope of A(t) is the arrival rate. - II. The departure rate cannot exceed the service rate or capacity of the server. It may be less. - III. Cumulative departures can never exceed cumulative arrivals. D(t) can never be above A(t) in the queuing diagram. - IV. When a queue exists, the departure rate equals the service rate. In the absence of a queue, the same rate equals the arrival rate. - V. **All of the above** ## 53. Scaffolding Capacity Brackets - Capacity requirements for all scaffolding must be: - a) At least four times its own weight - b) At least 6 times its own weight - c) At most 6 times its own weight - d) At most 5 times its own weight ## 54. Highway Driver Elements - The essential elements of highway driving are referred to as **Driving Task**, encompassing navigation, guidance, and control. - a) **Driving task** - b) Ergonomics - c) Engineering psychology - d) Range index ## 55. Protective Systems in Excavation - **Protective systems** include methods for protecting workers from cave-ins during excavations, consisting of support systems, sloping, benching systems, and shield systems. - a) **Protective system** - b) Personnel protective system - c) Fall arrest system - d) Level arrest system ## 56. Bucket Volume Definitions - **Bucket load capacity** refers to the volume contained within the bucket outline as determined by the bucket sides. - a) Plate line capacity - b) Water line capacity - c) Heap volume - d) **Bucket load capacity** ## 57. Contract Definition - A **Contract** is defined as a formal or legally binding agreement between two parties. ## 58. Toolbox Meeting Definition - A **Toolbox Meeting** is an informal group discussion that focuses on a specific safety issue, facilitating health and safety culture discussions on job sites. ## 59. Road User Directional Signs - **Guide signs** inform road users about the directions and distances to destinations on their route or intersecting roads. - a) Supplementary signs - b) **Guide signs** - c) Warning signs - d) Stack signs ## 60. Specifications Definition - **Specifications** provide detailed requirements for materials, equipment, and workmanship for projects. - a) **Specifications** - b) Bid documents - c) Estimates - d) Plans ## 61. Damping Capacity - **Damping capacity** is the measure of a material’s ability to absorb or dissipate mechanical vibrations. ## 62. Profile Drawing Definition - A **Profile** is a drawing with elevation as the vertical axis and horizontal distance measured along the centerline as the horizontal axis. ## 63. PERT CPM Network Preparation - When preparing a report on the PERT CPM network in construction, one should consider: - a) Pessimistic time network - b) Optimistic time - c) Probable time - d) **All of the above** ## 64. Post-Construction Resolution - This occurs after completion of construction and the resolution of the majority of punchlist and commissioning issues, known as the **Profile**. ## 65. Concrete Formwork Concept - **Formwork** is necessary for concrete placement to maintain shape before the concrete sets. ## 66. Benching Technique in Excavation - **Benching** is a method of protecting workers from cave-ins by creating a series of horizontal levels or steps in excavated areas. - a) **Benching** - b) Shoring - c) Shielding - d) Fall arrest system ## 67. Concrete Surface Leveling - The process of leveling a concrete surface with enough mortar after screeding is termed **Floating**. - a) **Floating** - b) Edging - c) Leveling - d) Bleeding ## 68. Control Joint Placement in Concrete - **Jointing** involves placing premolded inserts in concrete slabs to control cracking due to shrinkage, immediately after or during edging. - a) Jointing - b) Troweling - c) Leveling - d) Edging ## 69. Safety Barrier Considerations - Reasons to establish a need for safety barriers include: - I. Fore slope and back slope steepness and height - II. Unforgiving hazards within the clear zone - III. Water hazards within the clear zone - a) II only - b) I only - c) II and III only - d) **All of the three** ## 70. Limits on Road Messages - Messages painted on pavement should be limited to **six words or less**. - a) **six words or less** - b) five words or less - c) four words or less - d) three words or less ## 71. Types of Pavement Markings - The four types of pavement and curb markings include: - a) **longitudinal lines, transverse lines, lane lines, and center lines** - b) longitudinal lines, transverse lines, stop lines, & center lines - c) longitudinal lines, transverse lines, transition lines, & stop lines - d) longitudinal lines, transverse lines, other lines, & other markings ## 72. Overtaking Lane Design Considerations - Design considerations for overtaking and climbing lanes include: - I. Initial diverge taper - II. Auxiliary lane length - III. End or merge taper - a) **I, II, & III** - b) I & II only - c) II & III only - d) I & III only ## 73. Road Density Definition - **Density** is defined as the number of vehicles per unit distance occupying a roadway section at a given instant in time, measured in vehicles per mile or kilometer. - a) flow - b) **density** - c) capacity - d) volume ## 74. Continuous Waterfront Structure - A **Wharf** is a continuous structure built parallel to the shoreline for loading and unloading ships. - a) pier - b) **wharf** - c) port - d) lighthouse ## 75. Vertical Design Factors - The minimum **K value** for sag vertical should be based on the following factors: - I. Safety sight distance for drivers - II. Appearance in low fill and flat areas - III. Riding comfort, especially at floodway approaches - IV. Vertical alignment fitting into natural terrain. - a) I, II, & III only - b) I, III, & IV only - c) I, II, & IV only - d) II, III, & IV only ## 76. Rumble Strip Definition - A **Rumble strip** is a thermoplastic lane marking designed for visual, audio, and motion warnings for motorists on the road. - a) regulatory signs - b) diagonal marking - c) chevron marking - d) **rumble strip** ## 77. Lane Line Continuation Rules - Lane lines must not be continued in the following scenarios: - I. Across signalized intersections, where low priority road lines must be discontinued. - II. Across side street entrances, except for one-way streets. - III. Past the start of the taper at multi-lane road narrows. - IV. On roads with more than two lanes without median islands. - a) I, II, & IV - b). I, II, & IV - c) II, III, & IV - d) I, II, and III ## 78. Directional Information Signs - **Guide signs** serve to inform road users about directions, distances to destinations, and service locations. - a) **guide signs** - b) warning signs - c) regulatory sign - d) traffic sign ## 79. Benefits of Shoulder Paving - **Shoulder paving** offers: - I. Integrity of the pavement - II. Width for edge line pavement markings - III. Enhanced safety to prevent vehicle skidding - IV. Lower maintenance costs compared to paved shoulders - a) I, III, & IV only - b) **all of the above** - c) I, II, & III only - d) II, III, & IV only ## 80. Structures Built into the Sea - A **Pier** is defined as a structure built into the sea but not aligned parallel to the coastline, which serves various purposes for vessels. - a) lighthouse - b) port - c) **pier** - d) wharf ## 81. Navigable Water Definitions - A navigable body of water leading to a harbor is referred to as a **Channel**. - a) fairway - b) **channel** - c) shoal - d) significant depth ## 82. Types of Curves in Roads - **Vertical curves** are typically parabolas centered around the point of intersection of vertical tangents they connect. - a) **vertical curve** - b) vertical tangent - c) spiral curve - d) grade ## 83. Wind-Generated Waves - Waves under wind influence are referred to as **Sea waves**. - A. Wakes - B. **Sea** - C. Swells - D. Seiching ## 84. Traffic Flow Rate - The **Capacity** refers to the maximum sustained rate of flow for vehicles (passenger cars per hour per lane) under uniform conditions on a freeway segment. - A. Density - B. Traffic flow - C. **Capacity** - D. Design hourly volume ## 85. Hazardous Condition Warnings - **Warning signs** inform road users about hazardous or unexpected road conditions. - A. Roadwork signs - B. **Warning signs** - C. Traffic signs - D. Guide signs ## 86. Purpose of Edge Lines - The purpose of **edge lines** includes discouraging shoulder travel, enhancing safety at night, guiding past hazards, and delineating the edge of the traveled way from the shoulder. - A. I - B. IV - C. V - D. II ## 87. Road Capacity Measurement - **Road capacity** is the maximum number of vehicles expected to pass over a given section of a roadway in one direction during one hour. - A. **Road capacity** - B. Flow of traffic - C. Density - D. Free flow ## 88. High-Rise Building Cleaners - For window cleaners of high-rise buildings, **Slung Scaffold** is most appropriate for providing a suspended working platform. - a) Birdcage Scaffold - b) **Slung Scaffold** - c) Cantilever Scaffold - d) Trestle Scaffold ## 89. Leading Workplace Fatalities - **Falls** are the leading cause accounting for more than 50% of workplace fatalities. - a) Slips - b) Trips - c) **Falls** - d) Electrocution ## 90. Excavation Material Placement - Excavated material should be kept from the excavation edge at a distance not less than **1/4** of the excavation depth. - a) **1/4** - b) 1/3 - c) 1/2 - d) 2/3 ## 91. Temporary Vertical Support Definition - **Dead Shore** refers to temporary vertical support installed directly beneath structural elements while repairs or foundation work is conducted. - A. **Dead Shore** - B. Lateral Bracing - C. Cantilever Prop - D. Raking Shore ## 92. Building Information Modeling - **Building Information Modeling** (BIM) is a 3D model-driven process generating a digital representation of facility features, supporting informed decision-making throughout its lifecycle. - A. CAD Drafting - B. **Building Information Modeling** - C. GIS Mapping - D. Structural Analysis Software ## 93. Operating Costs in Contracting - **Operating Cost** refers to expenses incurred while using equipment for project execution, including repair costs, parts replacement, fuels, labor, and storage. - A. I, II, III, IV - B. I, II, III, IV, V - C. I, II, III - D. II, III, IV ## 94. Water Supply Pipe Terminology - In a water supply system, the vertical pipes are referred to as **risers**, and the horizontal pipes as **branches**. - A. branches and risers respectively - B. **risers and branches respectively** - C. roughing ins and connections respectively - D. connections and roughing ins respectively ## 95. Joint Sealant Definition - A **Joint Sealant** is a rubber or rubber-like material used to fill and seal joints or openings, either alone or with other materials. - A. Grout - B. **Joint Sealant** - C. Adhesive - D. Mortar ## 96. Demolition Area Entry Restriction - During demolition, no one except those engaged in the work shall enter an area within a distance of **1.5 times the height** of the structure being demolished. - A. 1.2 times the height of the structure - B. 2.0 times the height of the structure - C. **1.5 times the height of the structure** - D. 3.0 times the height of the structure ## 97. Vertical Pipe Definition - A **Riser** is a vertical pipe used to transport fluids between different floors of a building. - A. Drain - B. Conduit - C. **Riser** - D. Vent ## 98. Plan View Definition - A **Plan View** is a scaled drawing representing the layout of a structure as seen from above, detailing the arrangement of spaces, walls, and features. - A. **Plan View** - B. Section View - C. Isometric View - D. Elevation View ## 99. Corrosion-Resistant Coating - **Epoxy** is a common protective coating for enhancing corrosion resistance and durability of pipes and appliances. - A. **Epoxy** - B. Latex - C. Polyurethane - D. Acrylic ## 100. Surveying Type Acknowledgment - **Geodetic Surveying** is the type of surveying that takes the curvature of the Earth into account. - A. **Geodetic Surveying** - B. Plane Surveying - C. Topographic Surveying - D. Hydrographic Surveying ## 101. Competency Standards Defined - **Competency Standards** define the required skills, knowledge, and attitudes necessary for effective job performance in the workplace. - A. Work Ethics - B. **Competency Standards** - C. Training Manuals - D. Job Description ## 102. Concrete Retarder Example - A commonly used chemical compound as a retarder in concrete is **Calcium lignosulphonate**. - A. Calcium chloride - B. Aluminum powder - C. Potassium carbonate - D. **Calcium lignosulphonate** ## 103. Sub-base Thickness Determination - The minimum thickness for one layer of compacted granular sub-base should be **20 cm**. - A. 10 cm - B. **20 cm** - C. 15 cm - D. 12 cm ## 104. Hazard Control Classification - The type of hazard control that involves replacing a toxic or hazardous material with a less harmful one is termed **Substitution**. - A. **Substitution** - B. Elimination - C. Engineering Control - D. Administrative Control ## 2. Substitution - B. Elimination - C. Engineering Control - D. Administrative Control ## 2. Substitution - B. Elimination - C. Engineering Control - D. Administrative Control

Iceberg demonstrates the relationship between direct and indirect costs of accidents, showing that on average, indirect costs exceed direct costs. Examples of indirect costs include: - a) Overhead costs - b) Schedule delays - c) **Medical costs** (DIRECT COST) - d) Cleanup time ## 7. Geometric Sequences - **Sequence Identification:** The proper arrangement of the following shapes by their complexity is: I. Quadrilateral II. Parallelogram III. Rectangle IV. Square. - a) II, IV, III, I - b) I, II, III, IV - c) IV, III, II, I - d) I, III, II, IV ## 8. Building Use Classification - The term **Occupancy** refers to a type of use of a building for interior space such as an office, restaurant, private residence, or school, grouped based on similar life-safety characteristics, fire hazards, and combustible contents. - a) Building elements - b) **Occupancy** - c) Building Code - d) Accommodation ## 9. Construction Pit Transport Fees - The maximum distance, as specified in the construction contract, which the contractor is expected to transport soil material without receiving additional payment, is known as **Freehaul distance**. - a) **Freehaul distance** - b) Overhaul distance - c) Haul distance - d) Baseline distance ## 10. Retarder Application Principles - **Fundamental Principles for Upper Retarders:** The retarder should be as near as possible to the warm side of the insulation or the warm face of the assembly. Moreover, it should be installed using a method appropriate for the specific condensation hazard. ## 11. Material Characteristics - **Hardness**: A measure of a material's ability to resist indentation or penetration. - a) **Hardness** - b) Ductility - c) Toughness - d) Resilience ## 12. Soil Density Changes - **Consolidation**: An increase in the soil density of cohesive soil resulting from the expulsion of water from the soil's void spaces. - a) Segregation - b) **Consolidation** - c) Compaction - d) Soil Stabilization ## 13. Concrete Finishing Process - The correct step-by-step process of finishing standard weight concrete slabs is as follows: 1. Bleeding 2. Screeding 3. Leveling 4. Edging 5. Jointing 6. Floating 7. Troweling 8. Broom finishing ## 14. Safety Oversight Authority - The entity given authority to review reports of inspection, accident investigations, and the implementation of the program is the **Health and Safety Committee**. - a) **Health and Safety Committee** - b) DOLE - c) DPWH - d) BFP ## 15. Soil Grouting Process - The process of injecting any agent into soil or rock to increase its strength or stability, protect foundations, or reduce groundwater is termed **Grouting**. - a) **Grouting** - b) Pumping - c) Bleeding - d) Screeding ## 16. Construction Safety Program Requirements - Every construction project must have a suitable **Construction Safety and Health Program**, which adheres to the rules and orders issued by the DOLE. - a) **Construction Safety and Health Program** - b) Occupational Health and Safety Program - c) Occupational Safety and Health Administration - d) Workplace Safety and Procedures ## 17. Safety Sight Distance and Vehicle Characteristics - One of the provisions for safety sight distance is dependent on the characteristics of the vehicle, including: - I. Type of vehicle (car or truck) - II. Friction between the tire and road - III. Eye height of the driver - IV. Speed of the vehicle - a) I only - b) II and III only - c) IV only - d) **All of the above** ## 18. Concrete Leveling Technique - **Screeding** is the process to level a floor or layer of concrete with a straight edge using a back and forth motion while moving across the surface. - a) Troweling - b) **Screeding** - c) Floating - d) Finishing ## 19. Structural Support Types - A structure driven into the soil to support construction by transferring building loads to a deeper and stronger layer of soil or rock is referred to as a **Pile**. - a) Caisson - b) Pier - c) Shoring - d) **Piles** ## 20. Road User Guidance Signs - **Guide signs** inform and advise road users of directions, distances, routes, and the location of services. - a) Cross road sign - b) **Guide signs** - c) Advance direction signs - d) Traffic instruction signs ## 21. Delay Concept in Transportation - The **Delay** refers to the difference between the actual travel time and the ideal travel time for a segment of the transportation system. - a) Queue time - b) Travel time - c) **Delay** - d) Service time ## 22. Construction Instructions - **Specifications** are written instructions detailing how a facility is to be constructed. - a) **Specifications** - b) Estimates - c) Bid documents - d) Plans ## 23. Tidal Wave Phases - The interval referring to the time delay in highest tide for each location due to cosmic forces and friction is called the **Age of Tides**. - a) **Age of Tides** - b) Lunar tide - c) Diurnal tide - d) Semi-diurnal tide ## 24. Road Environment Factors and Safety Sight Distance - The provision for safety sight distance is influenced by the following characteristics of the road environment: - I. Road geometry - II. Road surface - III. Road illumination at night - IV. Road topography - a) I and IV only - b) I, II, and III only - c) II and IV only - d) **All of the above** ## 25. Pavement Cracking Types - **Transverse cracking** occurs at right angles to the pavement centerline due to shrinkage or differential thermal stress of the asphalt concrete or reflective cracks. - a) Alligator cracking - b) Block cracking - c) **Transverse cracking** - d) Longitudinal cracking ## 26. Pavement Surface Wear - **Raveling** refers to the wearing away of the pavement surface caused by dislodging of aggregated particles and binder, often a result of insufficient asphalt binder in the mix. - a) Joint or crack spalling - b) Flushing - c) Bleeding - d) **Raveling** ## 27. Surveying Procedures - **Double centering** is a procedure in a horizontal angle layout that involves turning the angle twice and creating a line of sight for critical points. Not used on every point. ## 28. Fatigue Resistance Measure - **Fatigue resistance** is the measure of a material's ability to withstand cyclic (repeated) stresses, with the risk of fracture occurring without warning, even below yield strength. ## 29. Screeding Definition - **Screeding** is defined as the method of moving a straight-edge back and forth with a saw-like motion across the forms to finish concrete surfaces. ## 30. Hazard Definition - A **Hazard** is defined as a source or situation that poses a potential risk for harm, injury, or damage to health, property, or the environment. ## 31. Risk Definition - **Risk** is defined as a human action that deviates from commonly accepted safe procedures that may result in an accident; it requires adherence to a suitable Construction Safety and Health Program, per DOLE requirements. ## 32. Loading Zones - **Loading and unloading zone markings** must be red in color. ## 33. Project Definition - A **Project** is a series of activities with specified objectives that have defined start and end dates, monitored planning, and resource consumption, including money, labor, and equipment. - a) **All of the above** - b) I, II, IV, and V - c) I, II, and IV - d) I, III, and V ## 34. Contract Changes - The following reasons may cause a contract change, except for: - a) Unforeseen conditions - b) **Poor jobsite productivity** - c) A change in owner requirements - d) Designer omission or error ## 35. Road Condition Characteristics - Factors affecting safety sight distance based on the road environment include: - I. Road geometry-grade and curvature sight limitations - II. Road surface-sealed or unsealed, and its smoothness - III. Road illumination at night - IV. Road topography - a) I, II, and III only - b) **All of the above** - c) I, III, and IV only - d) II, III, and IV only ## 36. Structural Properties in Coastal Construction - Key structural properties vital for material selection in harbor and coastal construction include: - I. Specific gravity - II. Material strength - III. Resistance to cyclical impact loading - IV. Resistance to seismic forces - V. Material flexibility - VI. Structural size - a) I, II, and III only - b) IV, V only - c) I, III, and IV only - d) **All of the above** ## 37. Piling Definition - **Piles** are structural components driven into the soil transferring building loads to deeper and stronger soil or rock layers. ## 38. Trip Definition - A **Trip** is defined as the basic unit of travel behavior, involving movement from a single origin to a single destination, characterized by origins, destinations, purposes, and travel modes. ## 39. Signal Coordination - **Signal coordination** involves timing signals in relation to one another, allowing vehicles traveling at a determined speed to pass through successive green lights. ## 40. Rumble Strip Purpose - A **Rumble strip** is a type of thermoplastic lane marking that provides motorists with visual, audio, and motion warnings on the road. ## 41. Grade Resistance - **Grade resistance** represents the component of vehicle weight that acts parallel to an inclined surface. ## 42. Hazard Circumstances - **Hazard** refers to circumstances that deviate from standard conditions, permitting occurrences of accidents or incidents. ## 43. Demolition Area Restrictions - During demolition, no one except workers directly engaged in demolition shall enter an area within a distance equal to 1.5 times the height of the structure being demolished. ## 44. Logistic Definition - **Logistics** refers to the strategic management of resources, materials, and information to ensure efficient movement and delivery of goods and services. ## 45. Design Speed - **Design speed** refers to the maximum safe speed that can be maintained over a specified section of highway under favorable conditions governed by design features. ## 46. Bid Bond Valid Statement - A valid statement regarding a **bid bond** is that it represents costs incurred by the owner if the bidder fails to enter into a contract. - a) It pays for costs incurred by the bid deadline is mixed. - b) **It represents the costs that the owners incur if the bidder fails to enter into a contract.** - c) It represents costs incurred by subcontractors if the project is underbid. - d) It pays for office overhead costs related to a bid ## 47. Hygroscopic Material Definition - **Hygroscopic** refers to a substance that tends to absorb water from the air. ## 48. Safe Pile Capacity Data - The safe capacity of piles driven by powered hammers is based on data comprising: - I. Average penetration per blow (last six blows) - II. Energy of hammer - III. Weight of hammer - IV. Weight of pile including appurtenances - V. Coefficient of restitution based on pile weight - VI. **All of the above** ## 49. Berth Structure Definition - A **Pier** is a berth structure projecting out from the shoreline. - a) Groin - b) Wharf - c) Breakwater - d) **Pier** ## 50. Road Alignment Signs - **Chevron signs** are used to guide drivers through a change in the horizontal alignment of the road. - a) **Chevron signs** - b) Supplementary signs - c) Guide post signs - d) Delineators ## 51. Road Delineation Devices - Delineation of road alignment includes: - I. Pavement Markings - II. Signs - III. Guide Posts - IV. Reflective delineators - V. Lighting - VI. Curb or other physical devices - a) I, II, II, and IV only - b) I, II, IV, and VI only - c) I, V, V, and VI only - d) **All of the above** ## 52. Properties of Queuing Diagrams - Important properties in queuing diagrams include: - I. The slope of D(t) is the departure rate; the slope of A(t) is the arrival rate. - II. The departure rate cannot exceed the service rate or capacity of the server. It may be less. - III. Cumulative departures can never exceed cumulative arrivals. D(t) can never be above A(t) in the queuing diagram. - IV. When a queue exists, the departure rate equals the service rate. In the absence of a queue, the same rate equals the arrival rate. - V. **All of the above** ## 53. Scaffolding Capacity Brackets - Capacity requirements for all scaffolding must be: - a) At least four times its own weight - b) At least 6 times its own weight - c) At most 6 times its own weight - d) At most 5 times its own weight ## 54. Highway Driver Elements - The essential elements of highway driving are referred to as **Driving Task**, encompassing navigation, guidance, and control. - a) **Driving task** - b) Ergonomics - c) Engineering psychology - d) Range index ## 55. Protective Systems in Excavation - **Protective systems** include methods for protecting workers from cave-ins during excavations, consisting of support systems, sloping, benching systems, and shield systems. - a) **Protective system** - b) Personnel protective system - c) Fall arrest system - d) Level arrest system ## 56. Bucket Volume Definitions - **Bucket load capacity** refers to the volume contained within the bucket outline as determined by the bucket sides. - a) Plate line capacity - b) Water line capacity - c) Heap volume - d) **Bucket load capacity** ## 57. Contract Definition - A **Contract** is defined as a formal or legally binding agreement between two parties. ## 58. Toolbox Meeting Definition - A **Toolbox Meeting** is an informal group discussion that focuses on a specific safety issue, facilitating health and safety culture discussions on job sites. ## 59. Road User Directional Signs - **Guide signs** inform road users about the directions and distances to destinations on their route or intersecting roads. - a) Supplementary signs - b) **Guide signs** - c) Warning signs - d) Stack signs ## 60. Specifications Definition - **Specifications** provide detailed requirements for materials, equipment, and workmanship for projects. - a) **Specifications** - b) Bid documents - c) Estimates - d) Plans ## 61. Damping Capacity - **Damping capacity** is the measure of a material’s ability to absorb or dissipate mechanical vibrations. ## 62. Profile Drawing Definition - A **Profile** is a drawing with elevation as the vertical axis and horizontal distance measured along the centerline as the horizontal axis. ## 63. PERT CPM Network Preparation - When preparing a report on the PERT CPM network in construction, one should consider: - a) Pessimistic time network - b) Optimistic time - c) Probable time - d) **All of the above** ## 64. Post-Construction Resolution - This occurs after completion of construction and the resolution of the majority of punchlist and commissioning issues, known as the **Profile**. ## 65. Concrete Formwork Concept - **Formwork** is necessary for concrete placement to maintain shape before the concrete sets. ## 66. Benching Technique in Excavation - **Benching** is a method of protecting workers from cave-ins by creating a series of horizontal levels or steps in excavated areas. - a) **Benching** - b) Shoring - c) Shielding - d) Fall arrest system ## 67. Concrete Surface Leveling - The process of leveling a concrete surface with enough mortar after screeding is termed **Floating**. - a) **Floating** - b) Edging - c) Leveling - d) Bleeding ## 68. Control Joint Placement in Concrete - **Jointing** involves placing premolded inserts in concrete slabs to control cracking due to shrinkage, immediately after or during edging. - a) Jointing - b) Troweling - c) Leveling - d) Edging ## 69. Safety Barrier Considerations - Reasons to establish a need for safety barriers include: - I. Fore slope and back slope steepness and height - II. Unforgiving hazards within the clear zone - III. Water hazards within the clear zone - a) II only - b) I only - c) II and III only - d) **All of the three** ## 70. Limits on Road Messages - Messages painted on pavement should be limited to **six words or less**. - a) **six words or less** - b) five words or less - c) four words or less - d) three words or less ## 71. Types of Pavement Markings - The four types of pavement and curb markings include: - a) **longitudinal lines, transverse lines, lane lines, and center lines** - b) longitudinal lines, transverse lines, stop lines, & center lines - c) longitudinal lines, transverse lines, transition lines, & stop lines - d) longitudinal lines, transverse lines, other lines, & other markings ## 72. Overtaking Lane Design Considerations - Design considerations for overtaking and climbing lanes include: - I. Initial diverge taper - II. Auxiliary lane length - III. End or merge taper - a) **I, II, & III** - b) I & II only - c) II & III only - d) I & III only ## 73. Road Density Definition - **Density** is defined as the number of vehicles per unit distance occupying a roadway section at a given instant in time, measured in vehicles per mile or kilometer. - a) flow - b) **density** - c) capacity - d) volume ## 74. Continuous Waterfront Structure - A **Wharf** is a continuous structure built parallel to the shoreline for loading and unloading ships. - a) pier - b) **wharf** - c) port - d) lighthouse ## 75. Vertical Design Factors - The minimum **K value** for sag vertical should be based on the following factors: - I. Safety sight distance for drivers - II. Appearance in low fill and flat areas - III. Riding comfort, especially at floodway approaches - IV. Vertical alignment fitting into natural terrain. - a) I, II, & III only - b) I, III, & IV only - c) I, II, & IV only - d) II, III, & IV only ## 76. Rumble Strip Definition - A **Rumble strip** is a thermoplastic lane marking designed for visual, audio, and motion warnings for motorists on the road. - a) regulatory signs - b) diagonal marking - c) chevron marking - d) **rumble strip** ## 77. Lane Line Continuation Rules - Lane lines must not be continued in the following scenarios: - I. Across signalized intersections, where low priority road lines must be discontinued. - II. Across side street entrances, except for one-way streets. - III. Past the start of the taper at multi-lane road narrows. - IV. On roads with more than two lanes without median islands. - a) I, II, & IV - b). I, II, & IV - c) II, III, & IV - d) I, II, and III ## 78. Directional Information Signs - **Guide signs** serve to inform road users about directions, distances to destinations, and service locations. - a) **guide signs** - b) warning signs - c) regulatory sign - d) traffic sign ## 79. Benefits of Shoulder Paving - **Shoulder paving** offers: - I. Integrity of the pavement - II. Width for edge line pavement markings - III. Enhanced safety to prevent vehicle skidding - IV. Lower maintenance costs compared to paved shoulders - a) I, III, & IV only - b) **all of the above** - c) I, II, & III only - d) II, III, & IV only ## 80. Structures Built into the Sea - A **Pier** is defined as a structure built into the sea but not aligned parallel to the coastline, which serves various purposes for vessels. - a) lighthouse - b) port - c) **pier** - d) wharf ## 81. Navigable Water Definitions - A navigable body of water leading to a harbor is referred to as a **Channel**. - a) fairway - b) **channel** - c) shoal - d) significant depth ## 82. Types of Curves in Roads - **Vertical curves** are typically parabolas centered around the point of intersection of vertical tangents they connect. - a) **vertical curve** - b) vertical tangent - c) spiral curve - d) grade ## 83. Wind-Generated Waves - Waves under wind influence are referred to as **Sea waves**. - A. Wakes - B. **Sea** - C. Swells - D. Seiching ## 84. Traffic Flow Rate - The **Capacity** refers to the maximum sustained rate of flow for vehicles (passenger cars per hour per lane) under uniform conditions on a freeway segment. - A. Density - B. Traffic flow - C. **Capacity** - D. Design hourly volume ## 85. Hazardous Condition Warnings - **Warning signs** inform road users about hazardous or unexpected road conditions. - A. Roadwork signs - B. **Warning signs** - C. Traffic signs - D. Guide signs ## 86. Purpose of Edge Lines - The purpose of **edge lines** includes discouraging shoulder travel, enhancing safety at night, guiding past hazards, and delineating the edge of the traveled way from the shoulder. - A. I - B. IV - C. V - D. II ## 87. Road Capacity Measurement - **Road capacity** is the maximum number of vehicles expected to pass over a given section of a roadway in one direction during one hour. - A. **Road capacity** - B. Flow of traffic - C. Density - D. Free flow ## 88. High-Rise Building Cleaners - For window cleaners of high-rise buildings, **Slung Scaffold** is most appropriate for providing a suspended working platform. - a) Birdcage Scaffold - b) **Slung Scaffold** - c) Cantilever Scaffold - d) Trestle Scaffold ## 89. Leading Workplace Fatalities - **Falls** are the leading cause accounting for more than 50% of workplace fatalities. - a) Slips - b) Trips - c) **Falls** - d) Electrocution ## 90. Excavation Material Placement - Excavated material should be kept from the excavation edge at a distance not less than **1/4** of the excavation depth. - a) **1/4** - b) 1/3 - c) 1/2 - d) 2/3 ## 91. Temporary Vertical Support Definition - **Dead Shore** refers to temporary vertical support installed directly beneath structural elements while repairs or foundation work is conducted. - A. **Dead Shore** - B. Lateral Bracing - C. Cantilever Prop - D. Raking Shore ## 92. Building Information Modeling - **Building Information Modeling** (BIM) is a 3D model-driven process generating a digital representation of facility features, supporting informed decision-making throughout its lifecycle. - A. CAD Drafting - B. **Building Information Modeling** - C. GIS Mapping - D. Structural Analysis Software ## 93. Operating Costs in Contracting - **Operating Cost** refers to expenses incurred while using equipment for project execution, including repair costs, parts replacement, fuels, labor, and storage. - A. I, II, III, IV - B. I, II, III, IV, V - C. I, II, III - D. II, III, IV ## 94. Water Supply Pipe Terminology - In a water supply system, the vertical pipes are referred to as **risers**, and the horizontal pipes as **branches**. - A. branches and risers respectively - B. **risers and branches respectively** - C. roughing ins and connections respectively - D. connections and roughing ins respectively ## 95. Joint Sealant Definition - A **Joint Sealant** is a rubber or rubber-like material used to fill and seal joints or openings, either alone or with other materials. - A. Grout - B. **Joint Sealant** - C. Adhesive - D. Mortar ## 96. Demolition Area Entry Restriction - During demolition, no one except those engaged in the work shall enter an area within a distance of **1.5 times the height** of the structure being demolished. - A. 1.2 times the height of the structure - B. 2.0 times the height of the structure - C. **1.5 times the height of the structure** - D. 3.0 times the height of the structure ## 97. Vertical Pipe Definition - A **Riser** is a vertical pipe used to transport fluids between different floors of a building. - A. Drain - B. Conduit - C. **Riser** - D. Vent ## 98. Plan View Definition - A **Plan View** is a scaled drawing representing the layout of a structure as seen from above, detailing the arrangement of spaces, walls, and features. - A. **Plan View** - B. Section View - C. Isometric View - D. Elevation View ## 99. Corrosion-Resistant Coating - **Epoxy** is a common protective coating for enhancing corrosion resistance and durability of pipes and appliances. - A. **Epoxy** - B. Latex - C. Polyurethane - D. Acrylic ## 100. Surveying Type Acknowledgment - **Geodetic Surveying** is the type of surveying that takes the curvature of the Earth into account. - A. **Geodetic Surveying** - B. Plane Surveying - C. Topographic Surveying - D. Hydrographic Surveying ## 101. Competency Standards Defined - **Competency Standards** define the required skills, knowledge, and attitudes necessary for effective job performance in the workplace. - A. Work Ethics - B. **Competency Standards** - C. Training Manuals - D. Job Description ## 102. Concrete Retarder Example - A commonly used chemical compound as a retarder in concrete is **Calcium lignosulphonate**. - A. Calcium chloride - B. Aluminum powder - C. Potassium carbonate - D. **Calcium lignosulphonate** ## 103. Sub-base Thickness Determination - The minimum thickness for one layer of compacted granular sub-base should be **20 cm**. - A. 10 cm - B. **20 cm** - C. 15 cm - D. 12 cm ## 104. Hazard Control Classification - The type of hazard control that involves replacing a toxic or hazardous material with a less harmful one is termed **Substitution**. - A. **Substitution** - B. Elimination - C. Engineering Control - D. Administrative Control ## 2. Substitution - B. Elimination - C. Engineering Control - D. Administrative Control ## 2. Substitution - B. Elimination - C. Engineering Control - D. Administrative Control

Development of Secondary Sexual Characteristics

secondary character quotes

secondary sturcture/supersecondary

Colors

colours of transition metals

Unit 11: Head to Toe (Secondary) Survey

SECONDARY LESIONS

Calor y Temperatura

8th Grade Social Studies; 1587 - 1763 (Exploration and Colonization)

Color 1, Color 2, Depth&Size

chapter 2. Matter—anything that has mass and takes up space. Elements—basic building blocks of matter; cannot be broken down by chemical means. •Over 90% of the human body is made up of only four elements: carbon (C), nitrogen (N), oxygen (O) and hydrogen (H). Atoms Atom—smallest unit of an element that retains its physical and chemical properties. •Atoms bond together to form molecules. •Parts of an atom (called subatomic particles): •Neutrons—neutral (uncharged). •Protons—positively charged. •Neutrons and protons make up the nucleus. •Electrons—negatively charged; orbit around the nucleus in electron shells. Loading… ©2020 McGraw-Hill Education ‹#› The Atomic Structure of Select Elements (Figure 2.2) Access the text alternative for these images ©2020 McGraw-Hill Education ‹#› The Periodic Table Atomic number—the number of protons. •Differs for every element. Mass number—sum of the number of protons and neutrons. •Protons and neutrons each have a mass equal to one atomic mass unit (AMU). •Electrons have a negligible mass. Atomic mass—the average AMU for all isotopes of that atom. Loading… ©2020 McGraw-Hill Education ‹#› Isotopes Isotopes—atoms of the same element (with the same atomic number) but a different number of neutrons. •They differ in their atomic mass. Radioisotopes—unstable isotopes; they emit energy called radiation. •Radiation can damage cells and cause cancer. •Useful for imaging the body, killing bacteria in food, sterilizing equipment and killing cancer cells. ©2020 McGraw-Hill Education ‹#› Molecules and Compounds Molecules—atoms bonded together. •Can be made of the same atom or different atoms. •That is, O2, H2O. Compounds—molecules made of different atoms. •That is, H2O (not O2). Two types of bonds join atoms: ionic bonds and covalent bonds. ©2020 McGraw-Hill Education ‹#› Ionic Bonding Atoms are most stable when their outer electron shell, the valence shell, is full. During an ionic reaction, atoms donate or take on electrons to fill their valence shell. •This results in the formation of positive or negative ions (charged particles). Ionic bond—the attraction between a positive and negative ion. ©2020 McGraw-Hill Education ‹#› Covalent Bonding Covalent bonds—atoms share electrons to fill their valence shells. •Each atom contributes one electron to the shared pair. •The electrons spend time in the valence shells of both atoms. •Double covalent bonds share two pairs of electrons; triple covalent bonds share three pairs. •Depicted by one, two, or three straight lines. ©2020 McGraw-Hill Education ‹#› Water and Life 2 Water is the most abundant molecule in organisms, making up about 70% of the total body weight. Water is a polar molecule. •Electrons spend more time around the oxygen than the hydrogens, creating a partial negative charge. ©2020 McGraw-Hill Education ‹#› Water (Figure 2.7a) Access the text alternative for these images Loading… ©2020 McGraw-Hill Education ‹#› Water is a Solvent 1 Properties of water, continued: •Water is a solvent (dissolves many substances). •Solution—water with dissolved solutes. •Salts dissociate, or separate, when dissolved in water, facilitating chemical reactions. ©2020 McGraw-Hill Education ‹#› Water is a Solvent 2 Properties of water, continued: •Water is a solvent, continued: •Polar molecules attract water, so are hydrophilic. •Hydrophobic molecules do not attract water; are nonpolar. •In nonpolar covalent bonds, the electrons are shared equally (no partial charges). •That is, vegetable oil is nonpolar, so won’t dissolve in water. ©2020 McGraw-Hill Education ‹#› Acids and Bases 1 Acids are substances that dissociate in water, releasing hydrogen ions (H+). •That is, hydrochloric acid (HCl) is produced by the stomach and aids in digestion. ©2020 McGraw-Hill Education ‹#› Acids and Bases 2 Bases are substances that take up hydrogen ions (H+) or release hydroxide ions (OH−). •That is, sodium hydroxide (NaOH) is a strong base. ©2020 McGraw-Hill Education ‹#› The pH Scale The pH scale is a measure of acidity or basicity (alkalinity) of a solution . •Ranges from 0 to 14. •7 is neutral; hydrogen ion (H+) concentration is equal to hydroxide (OH−) concentration. •A pH below 7 is acidic (H+ is greater than OH−) and above 7 is basic (OH− is greater than H+). •The concentration of hydrogen ions between each pH number changes by a factor of 10. ©2020 McGraw-Hill Education ‹#› The pH Scale (Figure 2.10) Access the text alternative for these images ©2020 McGraw-Hill Education ‹#› Buffers Buffer—a solution that resists changes in pH when acids or bases are added to it. •Important within the body or in the ecosystem as a whole; pH values need to stay within a narrow range. •That is, carbonic acid and bicarbonate ions act as buffers in the blood; they absorb H+ and OH−produced by metabolism. •This prevents changes in pH. ©2020 McGraw-Hill Education ‹#› Molecules of Life 2 The four major organic molecules in the body: carbohydrates, lipids, proteins, and nucleic acids. •Organic molecules contain carbon and hydrogen and are associated with cells. •Each is composed of subunits. ©2020 McGraw-Hill Education ‹#› Molecules of Life 3 Dehydration reaction—a type of synthesis chemical reaction that removes water, linking subunits together into macromolecules (large molecules). Hydrolysis reaction—the addition of water to break macromolecules into their subunits. ©2020 McGraw-Hill Education ‹#› Carbohydrates 2 Carbohydrates •Used as an energy source. •In plants, can be structural. •Made of C, H, and O; the ratio of H:O is 2:1. ©2020 McGraw-Hill Education ‹#› Simple Carbohydrates: Monosaccharides Monosaccharides •Made of a single sugar molecule. •Has a carbon backbone of three to seven carbons. •That is, a pentose has five carbons. •That is, glucose is the most common and is used as an immediate energy source in the body. ©2020 McGraw-Hill Education ‹#› Glucose (Figure 2.12) Access the text alternative for these images ©2020 McGraw-Hill Education ‹#› Disaccharides Disaccharides •Made of two monosaccharides joined by a dehydration reaction. •That is, sucrose is table sugar, lactose is milk sugar. •Lactose intolerance results if one can’t break down lactose. ©2020 McGraw-Hill Education ‹#› The Synthesis and Breakdown of a Disaccharide (Figure 2.13) Access the text alternative for these images ©2020 McGraw-Hill Education ‹#› Complex Carbohydrates: Polysaccharides Polysaccharides (complex carbohydrates). •Long polymers of glucose subunits. •That is, starch—energy storage in plants. •That is, glycogen—energy storage in animals. •That is, cellulose—structural; in plant cell walls. •Can’t be digested; is called “fiber”. ©2020 McGraw-Hill Education ‹#› Starch is a Plant Complex Carbohydrate 
(Figure 2.14) ©Jeremy Burgess/SPL/Science Source ©2020 McGraw-Hill Education ‹#› Glycogen is an Animal Complex Carbohydrate (Figure 2.15) ©Don W. Fawcett/Science Source ©2020 McGraw-Hill Education ‹#› Lipids 2 Lipids do not dissolve in water. •Lack hydrophilic polar groups. •Diverse in functions and forms. •Found in the form of triglycerides (fats and oils), phospholipids, and steroids. Loading… ©2020 McGraw-Hill Education ‹#› Triglycerides: Fats and Oils 1 Triglycerides: •Made of one glycerol and three fatty acids. •Function in energy storage, insulation, cushioning. •Come in two forms: fats and oils. •Fats. •Usually animal origin. •Solid at room temperature. •Oils. •Usually plant origin. •Liquid at room temperature. ©2020 McGraw-Hill Education ‹#› Triglycerides: Fats and Oils 2 Triglycerides, continued: •Triglycerides are hydrophobic, so will clump together in body fluids. •Emulsifiers are molecules that surround triglycerides and disperse, or emulsify, them. •That is, during digestion, this allows enzymes to fully break down triglycerides. •Waxes. •One fatty acid attached to an alcohol. •Prevent the loss of moisture from body surfaces. •That is, cerumen (ear wax). ©2020 McGraw-Hill Education ‹#› Phospholipids Phospholipids •Structure is similar to a triglyceride but one fatty acid is replaced by a polar phosphate group. •Have a polar, hydrophilic ‘head’ and nonpolar, hydrophobic ‘tails’. •Are the primary components of plasma membranes. •Form a bilayer; hydrophilic heads face the watery solutions in and around cells, and the hydrophobic tails face inward, away from water. ©2020 McGraw-Hill Education ‹#› Structure of a Phospholipid (Figure 2.19) Access the text alternative for these images ©2020 McGraw-Hill Education ‹#› Steroids Steroids •Lipids made of four fused carbon rings. •Each type differs in the functional group attached to the rings. •That is, cholesterol. •Component of membranes and a precursor to other steroids like the sex hormones estrogen and testosterone. ©2020 McGraw-Hill Education ‹#› Examples of Steroids (Figure 2.20) (b): ©Purestock/Superstock; (c): ©Purestock/Superstock Access the text alternative for these images ©2020 McGraw-Hill Education ‹#› Protein Functions 1 Protein functions: •Support—that is, keratin forms hair and nails, collagen lends support to ligaments and skin. •Enzymes—speed chemical reactions. •Transport. •That is, channel and carrier proteins in cell membranes allow substances to leave and enter the cell. •That is, transport molecules in the blood. ©2020 McGraw-Hill Education ‹#› Protein Functions 2 Protein functions, continued: •Defense—antibodies are proteins that bind to foreign substances called antigens and disable them. •Hormones—chemical messengers. •Motion—contractile proteins allow parts of cells to move and muscles to contract. ©2020 McGraw-Hill Education ‹#› Amino Acids: Subunits of Proteins Amino acids—the subunits of proteins. •Components: an amino group, a carboxyl group and an R group. •Each amino acid differs in its R group. ©2020 McGraw-Hill Education ‹#› The Structure of Amino Acids (Figure 2.21) Access the text alternative for these images ©2020 McGraw-Hill Education ‹#› Peptides Peptide bond •The polar covalent bond between two amino acids. Polypeptide •Three or more amino acids linked together. ©2020 McGraw-Hill Education ‹#› Synthesis and Breakdown of a Protein (Figure 2.22) Access the text alternative for these images ©2020 McGraw-Hill Education ‹#› Shape of Proteins A protein’s 3-dimensional shape is closely linked to its function. Denaturation—the change in the shape of a protein; caused by extreme heat or pH. •Disrupts the protein’s function. ©2020 McGraw-Hill Education ‹#› Levels of Protein Organization 1 All proteins have primary, secondary, and tertiary levels of structure; only a few have quaternary structure. •Shapes are created by hydrogen bonding between amino acids. •Primary structure—the linear order of amino acids. •Secondary structure—localized folding. •Results in an alpha (α) helix or beta (β) pleated sheet. ©2020 McGraw-Hill Education ‹#› Levels of Protein Structure 
(Figure 2.23 a-b) ©2020 McGraw-Hill Education ‹#› Levels of Protein Organization 2 Protein structure, continued. •Tertiary structure. •The 3-D shape of the entire protein. •Determined by all three bond types (ionic, covalent, hydrogen). •Quaternary structure—a combination of more than one polypeptide, each with its own primary, secondary, and tertiary structure. ©2020 McGraw-Hill Education ‹#› Levels of Protein Structure
(Figure 2.23 c-d) ©2020 McGraw-Hill Education ‹#› Nucleic Acids 2 Nucleic acids •Polymers of nucleotides. •Components of a nucleotide: a phosphate, a 5-carbon sugar, and a nitrogenous base. •Functions: •Store information. •Contain the instructions for the activities essential to life. •Conduct chemical reactions. ©2020 McGraw-Hill Education ‹#› Structure of a Nucleotide (Figure 2.24) Access the text alternative for these images ©2020 McGraw-Hill Education ‹#› Nucleic Acids 3 Nucleic acids, concluded •That is, deoxyribonucleic acid (DNA). •Stores information on how to copy itself. •Specifies the order of amino acids in proteins. •That is, ribonucleic acid (RNA). •Various types, with many functions. •That is, some are components of coenzymes, which help regulate enzyme action . •That is, adenosine triphosphate (ATP), which stores energy. ©2020 McGraw-Hill Education ‹#› DNA Structure Compared to RNA Structure (Table 2.1) Table 2.1 DNA Structure Compared to RNA Structure. DNA RNA Sugar Deoxyribose Ribose Bases Adenine, guanine, thymine, cytosine Adenine, guanine,uracil, cytosine Strands Double-stranded with base pairing Single-stranded Helix Yes No ©2020 McGraw-Hill Education ‹#› DNA and RNA Structure 1 The backbone of DNA and some forms of RNA is alternating phosphate-sugar-phosphate-sugar. •The bases project to one side of the backbone. Nucleotides are commonly identified by their base, since that is the only component that differs within a nucleic acid. ©2020 McGraw-Hill Education ‹#› DNA and RNA Structure 2 DNA is double-stranded. •The two strands twist around each other in a double helix, held together by hydrogen bonds between the bases. •Complementary base pairing. •Adenine always binds to thymine. •Cytosine always binds to guanine. ©2020 McGraw-Hill Education ‹#› The Structures of DNA and RNA
(Figure 2.25) Access the text alternative for these images ©2020 McGraw-Hill Education ‹#› ATP: An Energy Carrier ATP is a high-energy molecule. •Breaking of the bond between the 2nd and 3rdphosphates releases energy that can be used in other chemical reactions. •That is, synthesis of macromolecules, muscle contraction, nerve conduction. •Produces adenosine diphosphate (ADP), which is recycled

THE MENU - Secondi

Wire Color Designations