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ENV 226: Essential Ecology Final Exam Study Guide — om single-species thinking to the dynamics of many interacting ecies. A community is more even when all species have similar abundances. Diversity: A combined measure of richness and evenness. More diverse = more likely to pull multiple different species out of a 'hat'. Shannon Diversity Index (H′): The most common diversity index. Higher H′ = more diverse (high richness AND high evenness). Formula: H′ = –Σ(pᵢ · ln pᵢ), where pᵢ is the proportion of individuals in species i. Worked example If a community has 4 species, each at 25% (p = 0.25), then H′ = –[4 × (0.25 × ln 0.25)] = 1.39. If one species dominates (e.g., 70/10/10/10), evenness drops and H′ falls even though richness is the same. Why diversity matters — ecosystem function & services Ecosystem function: Biological, geochemical, and physical processes that take place within an ecosystem (e.g., productivity, nutrient cycling, decomposition, pollination). Ecosystem services: The benefits humans derive from ecosystems. Four major categories: Provisioning: food, water, timber, fiber Regulating: climate regulation, flood control, water purification Cultural: recreation, spiritual, aesthetic, educational values Supporting: soil formation, nutrient cycling, primary production How diversity affects function — mechanism Complementary resource use (niche complementarity): Different species use slightly different resources (e.g., water at different soil depths, nutrients at different times). A diverse community captures more of the available resources than any single species could, raising total productivity. Diversity–stability theory Compensation: Species respond differently to environmental fluctuations. When one species declines, another can increase and 'compensate,' keeping overall ecosystem function steady. Insurance hypothesis: A diverse community is more likely to contain at least one species with traits that help the ecosystem cope with change. Diversity acts as ecological 'insurance' against disturbance. Rules of community assembly — what determines diversity at a site Three filters act in sequence on the regional species pool to determine which species actually end up in a local community: Term Definition Dispersal Who can physically get there. Controlled by distance from source populations and by dispersal ability. Connects to the 'mass effect' / rescue effect — regional diversity (gamma) can rescue local diversity (alpha). Environmental filtering What species can tolerate the abiotic conditions (climate, soil, water, salinity). Example: Ponderosa pine will not survive in the Sonoran Desert — environmental filtering excludes it. Biotic filtering What species can coexist given interactions with other species (competition, predation, facilitation). Strongest where abiotic conditions are benign, because more species can be there to interact. Intertidal zonation paradigm — how the filters stack In rocky intertidal communities, abiotic stress (desiccation, wave action) sets the UPPER limit of a species' distribution — an environmental filter. Competition and predation set the LOWER limit — biotic filters. Take-home: environmental filtering dominates in stressful zones; biotic filtering dominates in benign zones. What maintains diversity Intermediate Disturbance Hypothesis (IDH): Diversity is highest at intermediate frequencies or intensities of disturbance. Low disturbance lets competitive dominants exclude others; high disturbance eliminates all but the most disturbance-tolerant species. The middle keeps both groups in the community. Positive species interactions (facilitation): When one species makes conditions better for another (e.g., a nurse shrub providing shade and moisture for seedlings underneath). Facilitation tends to INCREASE biodiversity, especially in stressful environments. 1.2 Succession Primary succession: Colonization of a substrate that has NEVER supported life (e.g., bare bedrock, new volcanic rock, glacial retreat). Soil must be built from scratch, typically by pioneers like lichens and mosses. Secondary succession: Recovery after a disturbance that left soil and some biological legacy behind (e.g., a cleared field, most wildfires). Much faster than primary succession because soil and seed bank persist. Pioneer species: The first species to colonize a disturbed or bare area. Typically fast-growing, high-dispersal, stress-tolerant organisms that modify the site so later-successional species can establish. Quiz-style example The Woodbury Fire burned so intensely on the Tonto NF that only bedrock remained. Recolonization of this area is PRIMARY succession — there is no soil or seed bank left to start from. 1.3 Ecological Energetics Energy: The currency of ecosystems. Most ecological energy originates from the sun as electromagnetic radiation and is stored in tissues (biomass). Trophic level: Organisms that share the same function in the food chain and the same nutritional relationship to primary sources of energy. Level 1 = producers; 2 = primary consumers (herbivores); 3 = secondary consumers (carnivores); 4+ = tertiary / apex predators. Autotroph (primary producer): An organism that produces its own food from inorganic sources — typically plants, algae, and some bacteria via photosynthesis. Consumer (heterotroph): An organism that obtains energy by consuming other organisms. Primary consumers eat producers; secondary consumers eat primary consumers; etc. Production: The rate at which new biomass is created by organisms in an ecosystem (units of mass or energy per area per time). Net primary production (NPP): Gross primary production (total photosynthesis) MINUS the energy plants use for their own respiration. NPP is what is actually available to herbivores. Assimilation and production efficiency Energy is lost at every step of the grazing food chain. Two key efficiencies describe where energy goes: Term Definition Assimilation efficiency (Energy assimilated / energy consumed) × 100%. Assimilated = consumed – egested (waste). Herbivores ≈ 20–50% (tough plant material); carnivores ≈ 80% (similar tissue chemistry). Production efficiency (Energy in new biomass / energy assimilated) × 100%. Endotherms (birds, mammals) are LOW (~1–3%) because most energy is burned as heat; ectotherms (insects, reptiles, fish) are HIGH (~10–50%). Worked example (assimilation efficiency) Eats 400 J, excretes 200 J as waste, puts 50 J into growth. Assimilated = 400 – 200 = 200 J. Assimilation efficiency = 200 / 400 = 50%. The 10% rule Roughly 10% of the energy at one trophic level is transferred to the next. The rest is lost to respiration, heat, and waste. This is WHY food chains are short (usually 4–5 links): there simply isn't enough energy left to support another level. 1.4 Food Webs A food web is many, connected food chains — a map of who eats whom across an entire community. In simple diagrams, arrows point from prey to consumer. Complex diagrams use plus/minus signs to show the direction of effect, and dashed lines to show indirect effects. Top-down control: Higher trophic levels (predators) limit the abundance of lower levels. Removing a top predator releases herbivores, which suppress plants. Bottom-up control: Lower trophic levels (nutrients, producers) limit higher levels. Adding nutrients increases plants, which increases herbivores, which increases predators. Trophic cascade: Indirect effects of a predator propagate down the food web. Classic example: wolves reintroduced to Yellowstone → elk browsing decreases → riparian willow and aspen recover → beavers return → stream ecosystems recover. 2. Ecosystems Ecosystem: A community of organisms PLUS their shared environment. Includes biotic components (plants, herbivores, carnivores, detritivores) and abiotic components (climate, soils, nutrients). 2.1 Ecological building blocks Ecological building block: An atom that (1) makes up organisms and (2) is relatively abundant. Key building blocks: C, H, O, N, P (and sometimes S) — collectively CHONP. Not building blocks: Silicon, aluminum, arsenic, tungsten — they may be abundant in the crust or used by some organisms, but are not core structural elements of life. Potassium is important biologically but is NOT a core 'ecological building block' in this course's sense. 2.2 Liebig's Law of the Minimum Growth is dictated not by the total resources available, but by the SCARCEST resource. The 'limiting nutrient' sets the ceiling on production; adding more of a non-limiting nutrient has no effect until the limit is raised. Application — nutrient pollution A coastal system receives 10 g N, 200 g P, 50 g C, and 20 g O per year as pollutants, and you know the system is N-limited. By Liebig's Law, adding MORE nitrogen is what will most change structure and function — even though phosphorus is arriving in larger quantities, it is not the limiting nutrient. 2.3 Eutrophication Eutrophication is the enrichment of an aquatic system with nutrients (especially N and P) from fertilizer runoff, wastewater, or atmospheric deposition. Process: Excess N fuels algal blooms → algae die and sink → microbial decomposition consumes oxygen → a hypoxic 'dead zone' forms → fish and invertebrates die. Once N is drawn down, the system can become P-limited; phosphorus mined for fertilizer keeps the cycle going. The Gulf of Mexico hypoxic zone is the classic example. 2.4 Nutrient cycles (N, C, P) Term Definition Nitrogen cycle N₂ in atmosphere is biologically inert. Nitrogen-fixing bacteria (free-living and in legume root nodules) convert N₂ → ammonium (NH₄⁺). Nitrification converts NH₄⁺ → nitrite → nitrate (NO₃⁻), the form most plants take up. Denitrification returns N₂ to the atmosphere. Humans roughly DOUBLED global N fixation via the Haber-Bosch process → fertilizer → eutrophication. Phosphorus cycle Largely a SEDIMENTARY cycle — no gaseous phase. P weathers from rock → soil → plants → consumers → back to soil → eventually to ocean sediments. Slow turnover at global scales; a critical component of DNA/RNA, phospholipids, bones, and ATP. Carbon cycle See dedicated section below. C moves among atmospheric, terrestrial, oceanic, and fossil pools. Photosynthesis pulls CO₂ out; respiration and combustion return it. 2.5 Ecotones and cross-ecosystem flows Ecotone: A transition zone between two ecosystems, exhibiting gradients in environmental conditions and a related shift in the composition of plant and/or animal communities (e.g., forest–grassland edge, estuary). Two factors determine how a flow of material/energy from one ecosystem affects another: Relative size of the systems — when the amount of something varies across ecosystems, the LARGER system has a bigger impact on the small system (e.g., a stream flowing into a small pond vs. into the ocean). Quality of the resource — rich subsidies (like salmon carcasses bringing ocean nutrients to streams) matter more than dilute ones. 2.6 Ecological state change & resilience Key components of ecosystems: STRUCTURE (what organisms are there and how they interact), FUNCTION (processes of energy and nutrient movement), and REGIME (which of several possible stable states the system is in). Alternative stable states: An ecosystem can exist in two or more contrasting conditions under the same environmental conditions (e.g., clear lake vs. turbid lake; forest vs. shrubland). Ecological state change (regime shift): A large, persistent, often abrupt shift in the structure and function of an ecosystem, triggered by crossing a critical threshold. Threshold / tipping point: The level of a driver (stressor) at which a system flips to a new state. Hysteresis: Once a system flips, simply reversing the driver does NOT restore the original state — the return path is different from the 'forward' path. Slow vs. fast drivers: Slow drivers (e.g., gradual warming, soil nutrient accumulation) build up until a fast driver (e.g., fire, storm) tips the system across the threshold. Perturbation: Any event (abiotic or biotic) that disturbs the ecosystem. Perturbations that cause regime change can be abiotic (fire, flood, drought) or biotic (pest outbreak, invasion). Resilience: The capacity of a system to absorb disturbance, adapt to change, and recover from adversity while maintaining its essential functions, structure, and identity. The ball-and-cup diagram Picture a ball sitting in a valley (cup) on a hilly landscape. The ball is the current state of the ecosystem; the cup is the 'basin of attraction' for that state. A disturbance pushes the ball; stabilizing (negative) feedback loops pull it back. Strong disturbance or a shrinking cup (loss of resilience) can push the ball over a hill into a NEW cup — that's state change. Negative (stabilizing) feedback loop: A change triggers a response that DAMPENS the change, keeping the system near its current state. Deepens the cup. Positive (amplifying) feedback loop: A change triggers a response that AMPLIFIES the change, pushing the system further from its current state. Flattens the cup and makes state change more likely. Applying resilience to conservation & restoration Manage for resistance — remove stressors that push the ball (exclude high-intensity grazing, reduce pollution). Manage for resilience — rebuild the 'cup' by re-establishing key species, nutrient cycling, and stabilizing feedbacks (planting perennial grasses, restoring hydrology). Passive restoration works when the seed bank, soil, and key species are still intact; active restoration is needed when the system has already crossed the threshold. 3. Landscape Ecology and Biogeography 3.1 Landscape ecology Landscape ecology: The study of spatial patterns of ecosystems and their ecological consequences — explicitly considers the arrangement of habitats across space and how organisms and materials move through them. Spatial elements Term Definition Patch A relatively homogeneous area that differs from its surroundings (e.g., a forest stand in a grassland). Generally the highest-quality habitat. Matrix The background land-cover type that surrounds patches (e.g., desert in Saguaro NP, or agricultural land around forest fragments). Corridor A linear feature connecting patches — allows movement of organisms, genes, and energy. Examples: riparian strips, hedgerows, engineered wildlife crossings (Oracle Road, Tucson). Ecotone See above — the transition zone between landscape elements. Spatial heterogeneity Variability in environmental conditions and habitat types across a landscape. Drives diversity at landscape scales. Scale dependence Ecological patterns and processes depend on the spatial/temporal scale at which they are observed (e.g., a species may look stable regionally but be declining locally). Fragmentation Fragmentation breaks a large continuous habitat into smaller, more isolated patches. Effects include: Loss of total habitat area More edge relative to interior — edge effects (different microclimate, invasives, more predators) penetrate into remaining patches Reduced connectivity — animals cannot move between patches Smaller populations in each patch → inbreeding depression, loss of genetic variability, higher extinction risk Saguaro NP example Mid-sized carnivores in Saguaro NP West crashed after a disease outbreak and never recovered. Why? The city of Tucson grew between Saguaro NP East and West, severing connectivity. No recolonization could occur from the eastern population. Solution: re-establish connectivity — the Oracle Road wildlife crossings documented over 4,400 crossings by 16 species in their first two years. Patch dynamics Patch size, shape, and connectivity change over time because of ecological processes — succession, disturbance (fire, flood, windthrow), and fragmentation — not random chance and not just geology. 3.2 Biomes and realms Biome: A large biological community defined by climate and dominant vegetation type (e.g., tropical rainforest, boreal forest, tundra, desert, savanna, temperate grassland). Biogeographic realm: A large area of the Earth's surface with a distinctive assemblage of taxa, reflecting shared evolutionary history (e.g., Nearctic, Neotropical, Palearctic, Afrotropical, Indomalayan, Australasian, Oceanic, Antarctic). Factors shaping where biomes are found: temperature and precipitation (the primary controls), seasonality, latitude, elevation, continental geography, and evolutionary history. Realms reflect plate tectonics — Pangaea split into Laurasia and Gondwana, then into the continents we have today, producing unique evolutionary trajectories in each realm (e.g., Australia's marsupials, Madagascar's lemurs). 3.3 Island Biogeography and the SLOSS debate MacArthur & Wilson's Theory of Island Biogeography: species richness on an island is set by the balance between the colonization rate (immigration) and the extinction rate. Size effect — larger islands have LOWER extinction rates (bigger populations). Distance effect — islands closer to the mainland have HIGHER colonization rates. Equilibrium species number occurs where colonization and extinction curves INTERSECT. SLOSS debate — Single Large Or Several Small? Originally framed: is a single large reserve or several small reserves of equal total area better for biodiversity? Large favors: lower extinction, room for interior species, bigger populations, full food webs. Several small favors: replication (insurance against one disaster), sampling more habitat types, potentially higher total diversity. Modern answer: it depends — on species' dispersal, the matrix, and whether you value diversity vs. viability. Connectivity (corridors) often matters more than the large/small question alone. Source population: Produces more offspring than can be supported locally — exports individuals to other patches. Population growth rate > 0. Sink population: Organisms arrive but do not reproduce enough to sustain the local population; persists only via immigration from sources. Population growth rate < 0. 4. Extinction and Climate 4.1 The 'Big Five' mass extinctions Term Definition Ordovician–Silurian (~439 Mya) ~85% marine species lost. Cause: rapid glaciation and sea-level drop, then warming. Late Devonian (~364 Mya) Prolonged event; major loss of marine invertebrates, especially reef builders. Probable causes include ocean anoxia and climate change. Permian–Triassic (~251 Mya) 'The Great Dying' — ~96% marine species and ~70% terrestrial vertebrates. THE most severe. Cause: Siberian Traps volcanism → CO₂ spike → warming, ocean acidification, and anoxia. Recovery took 5–10 million years. End Triassic (~199–214 Mya) ~50% of species lost; cleared the way for dinosaurs to dominate. Likely cause: CAMP volcanism and climate change. Cretaceous–Tertiary (K-Pg, ~65 Mya) ~76% of species, including non-avian dinosaurs. Cause: Chicxulub asteroid impact (plus Deccan Traps volcanism) → darkened skies, cooling, then warming. Why scientists are concerned now Current extinction rates are 100–1000× background rates — comparable to mass-extinction levels. Rate of change: current climate change is occurring more rapidly than almost any past episode — faster than many species can adapt or track. Humans have built roads, cities, and agricultural landscapes that BLOCK the range shifts species would otherwise use to follow their climate. Human societies are themselves adapted to current climate (agriculture, supply chains, coastlines) — disruption drives conflict. 4.2 Why climate change affects ecological systems Temperature, precipitation, seasonality, and extreme events all drive the distribution and performance of every species. Shifting climate disrupts energy balance, water balance, food availability, and reproduction; changes the timing of seasonal events; and alters disturbance regimes (fire, floods, storms). All of these cascade through communities and ecosystems. 5. Climate Change — Ecology, Climate, and the Carbon Cycle 5.1 The carbon cycle Term Definition Pool (reservoir) A place where carbon is stored and from which it can be released. Measured as a quantity (e.g., gigatons). Flux The amount of carbon exchanged between pools per unit time (gigatons/year). Measures MOVEMENT. Sink A pool that accumulates more carbon than it releases — net REMOVER of carbon from the active cycle. Source A pool that releases more carbon than it accumulates — net ADDER of carbon to the active cycle. Biggest/smallest pools & fluxes Major carbon pools (approximate, gigatons): Deep ocean: ~37,000 GtC — BY FAR the largest pool Fossil pool (oil, gas, coal): ~10,000 GtC — second largest Reactive ocean sediments: ~6,000 GtC Soils: ~2,300 GtC Surface ocean: ~1,000 GtC Atmosphere: ~800 GtC — this is the pool that drives climate Plant biomass: ~550 GtC (the largest LIVING pool) Major fluxes are photosynthesis and respiration (~120 GtC/yr terrestrial; ~90 GtC/yr ocean), which are normally nearly balanced. Fossil-fuel combustion and deforestation are the (smaller but crucial) fluxes currently unbalancing the system. Why atmospheric CO₂ is increasing Humans are burning fossil fuels — moving carbon from a long-term sink (the fossil pool) into the active atmospheric pool faster than natural sinks can remove it. Deforestation and land-use change also shift carbon from plant biomass and soils to the atmosphere. The balanced photosynthesis/respiration fluxes cannot keep up with the ~10 GtC/yr added by human activity. 5.2 Ocean acidification As atmospheric CO₂ rises, more CO₂ dissolves into the ocean. The chemistry: Step 1: The ocean is slightly alkaline; CO₂ is slightly acidic, so CO₂ dissolves into seawater. Step 2: CO₂ + H₂O → H₂CO₃ (carbonic acid). Step 3: H₂CO₃ dissociates → HCO₃⁻ (bicarbonate) + H⁺. Step 4: Some HCO₃⁻ dissociates → CO₃²⁻ (carbonate) + H⁺. Step 5: Bicarbonate and carbonate exist in equilibrium. Net result: more H⁺ ions → lower pH = acidification. Acidification also reduces carbonate availability, making it harder for corals, shellfish, and plankton to build calcium-carbonate skeletons. Warming and the ocean's ability to sequester carbon Warmer water holds LESS dissolved CO₂ (inverse solubility). As oceans warm, their ability to absorb atmospheric CO₂ decreases — a positive feedback loop that further increases atmospheric CO₂ and warming. 5.3 Important climate feedback loops Term Definition Ice-albedo feedback (POSITIVE) Warming melts polar ice → darker ocean/land replaces reflective white ice → lower albedo, more solar energy absorbed → more warming → more melting. Water vapor feedback (POSITIVE) Warming increases evaporation; water vapor is a greenhouse gas → more warming → more evaporation. Permafrost/methane feedback (POSITIVE) Thawing permafrost releases CO₂ and CH₄ long locked in frozen soils → more warming → more thawing. CO₂ fertilization (NEGATIVE, partially) Higher CO₂ can boost plant photosynthesis, pulling more C out of the atmosphere. Partially counteracts warming but is limited by water, nutrients, and heat stress. Ocean solubility feedback (POSITIVE) Warmer oceans hold less CO₂ → more stays in the atmosphere → more warming. Quiz-style example Melting polar ice caps → decreased albedo → further warming = POSITIVE feedback loop (amplifies the original change). 5.4 Factors affecting Earth's surface temperature Three major controls: Energy arriving from the sun (solar radiation) Earth's albedo — how much of that energy is reflected back to space Greenhouse gases in the atmosphere — how much outgoing infrared is trapped Carbon dioxide is the LARGEST driver of current human-caused climate change (sheer volume, long atmospheric lifetime). Methane is more potent per molecule but far less abundant; water vapor amplifies change via feedback but is not itself a primary driver. 6. Climate Change — Ecological and Human Response 6.1 How climate change affects plants and animals Climate change disrupts performance in three main ways: Term Definition Energy balance Plants: respiration rates rise faster than photosynthesis with warming — net carbon gain (and growth) drops. Animals: thermoregulation costs rise; outside the thermal neutral zone, organisms burn more energy just to stay alive. Water balance Warmer temperatures and higher vapor-pressure deficit mean plants LOSE more water per unit of photosynthesis. Animals face greater dehydration risk; aquatic species face altered hydrology. Food acquisition & reproduction Changed phenology, drought, and heat reduce the resources available for growth and reproduction. Fewer seeds, fewer offspring, lower survival. Examples of species already affected Term Definition Pika Small alpine mammal restricted to cold, rocky talus. Warming pushes them to higher elevations — eventually they 'run out of mountain.' Already extirpated from lower-elevation sites in the Great Basin. Tuatara Reptile with temperature-dependent sex determination. Warming skews sex ratios toward males, threatening population persistence. Wolverine Depends on persistent spring snowpack for denning. Declining snowpack reduces suitable reproductive habitat. 6.2 Responses of species: MOVE, ADAPT, or DIE Move: shift range poleward or upslope to track suitable climate (classic response). Range shifts are highly variable across species — depends on dispersal ability, habitat specificity, and whether barriers (cities, roads, water bodies) intervene. Adapt: through plasticity (phenotypic change within a lifetime) or evolutionary change (genetic change across generations). Long-lived species with small populations adapt slowly. Die: local extirpation or global extinction if neither option is available fast enough. 6.3 Phenology Phenology: The timing of recurring biological events — bud burst, flowering, migration, breeding, hibernation. Climate change is advancing many spring phenological events (earlier bloom, earlier migration). Phenological mismatch occurs when interacting species shift their timing differently — e.g., a migratory bird arrives after its caterpillar prey has already peaked. Mismatches cascade through food webs. 6.4 Characteristics of climate-vulnerable species Narrow thermal tolerance (specialists) Poor dispersal ability (can't move to new climate) Long generation time, low reproductive rate (slow to adapt) Small, fragmented populations (low genetic variation, high stochastic risk) Dependence on climate-sensitive habitats (snowpack, sea ice, coral reefs, alpine tundra) Narrow geographic range, especially on islands or mountain tops (nowhere to go) Tightly tied to a specific phenological window or species interaction 6.5 Why current climate change is especially damaging Rate — change is occurring faster than most species can adapt or move Barriers — human land use has fragmented habitat, blocking the range shifts species used during past climate changes Cumulative stressors — climate change interacts with pollution, invasive species, overharvest, and habitat loss Interconnected systems — ecosystems, human agriculture, and global supply chains are all calibrated to current conditions 6.6 Mitigation vs. Adaptation Term Definition Climate MITIGATION Actions that reduce the magnitude of climate change itself — typically by lowering atmospheric greenhouse gases. Examples: switching to renewables, reforestation (sequestering carbon), reducing fossil-fuel use, more efficient buildings and transport. Climate ADAPTATION Actions that help humans and ecosystems COPE with the climate change that is already happening / unavoidable. Examples: creating migration corridors, building climate-resilient ecosystems through forest thinning, adjusting USDA seed zones, changing crop choices, updating hunting/fishing regulations, designing for sea-level rise. Quick quiz check Planting trees to sequester carbon = MITIGATION (reduces atmospheric CO₂). Thinning Southwest forests to make them more fire-resilient = ADAPTATION (copes with changing fire regime). Geoengineering proposals like stratospheric aerosol injection = a controversial form of mitigation (reduces incoming solar energy). Special cases of adaptation Managed (assisted) relocation: Actively moving species to areas outside their current range that are projected to become climatically suitable. Benefits: may be the only option for species that cannot disperse fast enough; can save species from extinction. Risks: recipient communities may experience novel interactions; potential to create invasive species; ethical questions about intervention. Assisted evolution: Human intervention to increase the rate of evolutionary adaptation — e.g., selective breeding for heat tolerance, or hybridization with warm-adapted populations. Benefits: keeps species in place; works for species that cannot move. Risks: may reduce genetic diversity; unintended consequences; can go wrong (outbreeding depression). 6.7 Corridors, climate refugia, and conservation design Climate refugium: A location whose physical or biological features allow species to persist despite regional climate change — e.g., high-elevation cool pockets, deep canyons, shaded slopes, coastal fog zones. Incorporating corridors (to enable range shifts) and refugia (places species can hold on) into reserve design is essential for climate-integrated conservation. A high-elevation forest that remains cool despite regional warming can serve as a seed source for recolonization — that's the textbook example of a refugium supporting resilience. Final thoughts: making an argument about climate-integrated conservation You should be able to give your own opinion on climate-integrated conservation and defend it. A solid answer acknowledges trade-offs: traditional 'protect what is there' approaches may fail under rapid change, but aggressive interventions (managed relocation, assisted evolution) carry real risks. Most conservation scientists argue for a portfolio approach — protect refugia, build corridors, and use active interventions only where the alternative is extinctionl
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Aluminum & Mag. Salt
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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
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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
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