320 extractive question-and-answer pairs built from New Doc 2018-06-01, published by crridom.gov.in. Every answer is a verbatim span of text the source prints, and each row carries the passage it sits in, its offset in that passage, the source quote, the page and the location in the document, so any row can be checked against the original. 208 of the 320 pairs (65.0%) are explanatory questions and 112 restate a figure. 97.81% of rows pass the corpus quality gate.
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# One-time install: pip install desidata
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import desidata
df = desidata.load("crri-annual-report-2009-10-question-and-answer-dataset")
df.head()Sign in with Google to download.
Usable for analysis, but expect some cleaning before you rely on it.
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First 10 of 320 rows
| question | answer | context | answer_start | question_type | knowledge_quality_score | source_quote | source_page | source_location | confidence | validation_status |
|---|---|---|---|---|---|---|---|---|---|---|
| What is the definition of the planning time index? | the ratio of 95th percentile travel time to free flaw travel time | The buffer time is differance between S5th percentile time and average travel time. The planning time index is the ratio of 95th percentile travel time to free flaw travel time. Licence plate matching techniques have been considered for measuring travel time of the study area, Travel Time has been computed from the difference in arrival trmes of matching the licence plate between entry and ekit points. | 111 | definition | 1.000 | The planning time index is the ratio of 95th percentile travel time to free flaw travel time. | 158 | page=158,ocr=1 | 0.850 | valid |
| What is the goal of stabilization in soil and granular material processes? | soils ond related moterials are made stronger and more durable by mixing with a stabilizing agent | OCP teats at swhgrede Guidelines for Soll and Granular Material Stabilisation using Cement, Line & Fly Ash The work of the of quidelines was assigned by Indian The revised guidelines encompass the of stabilization which is the process soils ond related moterials are made stronger and more durable by mixing with a stabilizing agent many stabilizing agents can be used cament and lime are by far the most importan| and the guidalines mainly concentrate on use of Lire. Lime-fly ash/Lime-cement fly ash as stabiliser. | 235 | definition | 1.000 | OCP teats at swhgrede Guidelines for Soll and Granular Material Stabilisation using Cement, Line & Fly Ash The work of the of quidelines was assigned by Indian The revised guidelines encompass the of stabilization which is the process soils ond related moterials are made stronger and more durable by mixing with a stabilizing agent many stabilizing agents can be used cament and lime are by far the most importan| and the guidalines mainly concentrate on use of Lire. | 18 | page=18,ocr=1 | 0.700 | |
| What is the area of expertise of the Natural Gas Commission Ltd. (ONGC)? | the E & P organisation of the country | Rigid Pavements Tests were conducted under road traffic ta measure the strains induced at non tied and tied edges at different speed of trucks with different axle loads. The data from all the sites have being collected and is being analyzed Fig 5? shows the truck wheels passing over the non-tied edge of the instrumented siab. Fig 53 shows the tyre pressure being measured during the tests of Suitability of Oi) Wey) Drill Cuttings for Road Making & Natural Gas Commission Ltd. (ONGC) is the E & P organisation of the country. Fry exploration of the oil reserves hundred of wells are drilled every year. The drilling operation » carried out with the help of a Rig (Fig 54). | 489 | definition | 1.000 | (ONGC) is the E & P organisation of the country. | 52 | page=52,ocr=1 | 0.700 | valid |
| What role does the Granular Subbase layer play in pavement structures? | works as a drainage and facilitates of water entrapped within the Pavement | This specification has. completely heen omitted for @ long time hy many food departments. layer dows not offer much Strength ty (he pavement structure and No Granular Subbase layor! material have bean usag in the pavement structures, layer works as a drainage and facilitates of water entrapped within the Pavement of GSB layer might also haw contributed for the of project roads. Since the type of subgrade soil used on project roads hw significant proportion of the provision of GSB become: absolutely essential under sect situations. Dua to the absence of GSB layer, the water into the subgrade weakens it strength due to the volume change and plastic deformation. As canbe seen, the moisture contents in two out of the four test pitt (pit 1 and 3 which haw soils) are more than the optimum moisture content we substantiates the point above. | 240 | definition | 1.000 | layer dows not offer much Strength ty (he pavement structure and No Granular Subbase layor! material have bean usag in the pavement structures, layer works as a drainage and facilitates of water entrapped within the Pavement of GSB layer might also haw contributed for the of project roads. | ||||
| What does a negative percentage error indicate in the context of simplified loading? | that the values computed using Simplified loading are an higher side | Note: Negative values ot percentage error shows that the values computed using Simplified loading are an higher side Applicability of Loading Seismic Resistant Design of This simplified loading has been computed considering the following conditions and hence can be applied only under these conditions: i) — Support system Simply supported i) Span length of the bridge : 5m te 50m ii) Width of the bridge: 2.6m to §.3m tor Class-A vehicle 3.0m 10 5.3m for Class-70R vehicle 5.3m to 9.6m for Class-AA Wheeled vehicle Bridges: Performance of Con Bridges In @ structure, withen linear elastic range, stress does not exceed beyond a certain percentaye ot yield strength. The structure beyond the elastic that is in post-tlastic range, may still carry some load thus post yield strength. | 48 | definition | 1.000 | Note: Negative values ot percentage error shows that the values computed using Simplified loading are an higher side Applicability of Loading Seismic Resistant Design of This simplified loading has been computed considering the following conditions and hence can be applied only under these conditions: i) — Support system Simply supported i) Span length of the bridge : 5m te 50m ii) Width of the bridge: 2.6m to §.3m tor Class-A vehicle 3.0m 10 5.3m for Class-70R vehicle 5.3m to 9.6m for Class-AA Wheeled vehicle Bridges: Performance of Con Bridges In @ structure, withen linear elastic range, | ||||
| What is the purpose of the 'Nails' used in the soil nailing technique? | to resist tension, bending and show forces | To accomplish box pushing for construction of RUB, a novel methodology using ‘Soil Nailing’ has been adopted Fig. 12 A of after Soil comments of hy the of a series of thin elements collad ‘Nails’ to resist tension, bending and show forces, The elements are made of crows section called as of the wall was taken up and at ihe same tine, of driven and grouted were driven inte the sand mass for the same, Box pushing and gradual romoval of sand was then taken up and driven maths were further pushed inside the san! this manner, RUB construction has now been successtully nearing Completion, Ditterant periods of construction at site are shown Figs. 10, National is the only route between Dimapur and |The state capital of and had been suffering slope failures wt locations The work structural geological analysis along with the evaluation af properties Fig. 1.7 4 (62 WN | 196 | definition | 1.000 | 12 A of after Soil comments of hy the of a series of thin elements collad ‘Nails’ to resist tension, bending and show forces, The elements are made of crows section called as of the wall was taken up and at ihe same tine, of driven and grouted were driven inte the sand mass for the same, Box pushing and gradual romoval of sand was then taken up and driven maths were further pushed inside the san! this manner, RUB construction has now been successtully nearing Completion, Ditterant periods of construction at site are shown Figs. | ||||
| What is the primary purpose of the Walking Profiler? | to collect surface profile data | Walking Profiler The Walking Profiler is a precision instrument to collect surface profile data (Fig. The data can be used to accurately assess the and quality of any continuous paved surface. Typically the surface profile is used to generate a number of internationally recognized roughnesses, ride quality and pavement maintenance indices etc. It is designed to operate ay , Moder and steady walking pace in a My The equipment has an inteprs) Unit which provides all the function, instrument calibration, suryey setup operator feedback. Like Dipstick, directly gives Rough Index in mikm. Nagy | 64 | definition | 1.000 | Walking Profiler The Walking Profiler is a precision instrument to collect surface profile data (Fig. | 86 | page=86,ocr=1 | 0.700 | valid |
| What is the purpose of the pendulum in the Vertical Profile Meter system? | to retain the vertical position aver when the vehicle is traveling on a plus ot mings gradient | By this arrangemer, small angular deviations of the pendulum are magnified by its pointer, The dise is attached to a frame, which is in tum attached tp the vehicle body, The platform for mounting the frame containing the Vertical Profile Meter of all very carefully to horizontal position by means of spirit level, The system the pendulum to retain the vertical position aver when the vehicle is traveling on a plus ot mings gradient. | 339 | definition | 1.000 | By this arrangemer, small angular deviations of the pendulum are magnified by its pointer, The dise is attached to a frame, which is in tum attached tp the vehicle body, The platform for mounting the frame containing the Vertical Profile Meter of all very carefully to horizontal position by means of spirit level, The system the pendulum to retain the vertical position aver when the vehicle is traveling on a plus ot mings gradient. | 104 | page=104,ocr=1 | 0.700 | valid |
| What role do volatile organic compounds play in urban smog? | play a significant role in the generation of urban smog | Organic Compounds in corridors Hense traffic and to determine the from the car fleet Voistile Organic Compounds (VOCs) play a significant role in the generation of urban smog. In addition same VOCs like benzene, toluene and xylene are harmtyl to human health, In India, mator vehicles are the source of VOCs it is to determine the emission of VOCs from vehicles in order to estimate human risk and the production mechanisms of photochemical smog. | 119 | definition | 1.000 | Organic Compounds in corridors Hense traffic and to determine the from the car fleet Voistile Organic Compounds (VOCs) play a significant role in the generation of urban smog. | 131 | page=131,ocr=1 | 0.700 | valid |
| What does the carbon footprint method account for? | direct and indirect Co, emissions | wn on Tata Truck tor all theae assure of @ the amount of ecological pr half, full), road, highway or a rail exerts on the earth. This research study aims to estimate driver avaluation was dont i carhon footprint af the two main transport — (jj Fuel consumption tests infrastructure. Le, and rail, Large of steady of research has been done on the mobility style test and (il Lab ut: and convnuting indicators like travel distance, drivers} COMSISTHY | modal choice, travel time, vehicle speed etc. motor tests. In all But while evaluating the impact of mobility bath type of tests nd he on environment or on glebat Co, soe aye) enussions of carbon fgatprint appears 10 be a method. This method accounts tor direct and indirect Co, emissions. | 706 | definition | 1.000 | This method accounts tor direct and indirect Co, emissions. | 132 | page=132,ocr=1 | 0.700 | valid |
Read straight from the file — download or use the API URL for the full dataset.
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| 82 |
| page=82,ocr=1 |
| 0.700 |
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| 95 |
| page=95,ocr=1 |
| 0.700 |
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| 20 |
| page=20,ocr=1 |
| 0.700 |
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