540 extractive question-and-answer pairs built from Research & Development (R&D) Divisions, 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. 293 of the 540 pairs (54.3%) are explanatory questions and 247 restate a figure. 98.70% of rows pass the corpus quality gate.
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import desidata
df = desidata.load("english-annual-report-2019-20-question-and-answer-dataset")
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Strong coverage with minor gaps in documentation or freshness.
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First 10 of 540 rows
| question | answer | context | answer_start | question_type | knowledge_quality_score | source_quote | source_page | source_location | confidence | validation_status |
|---|---|---|---|---|---|---|---|---|---|---|
| What is generated as a by-product during the manufacturing of phosphoric acid? | a waste material generated as a by- product during manufacturing of phosphoric acid | (b) Pavement performance monitoring for two years. Phosphogypsum is a waste material generated as a by- product during manufacturing of phosphoric acid. Laboratory investigation was carried out to examine the feasibility of phosphogypsum waste material Laboratory tests such as grain size analysis. | 68 | definition | 1.000 | Phosphogypsum is a waste material generated as a by- product during manufacturing of phosphoric acid. | 20 | page=20,block=11 | 0.850 | valid |
| What standard was followed for the pavement design? | carried out asper IRC 37: 2018 for a design life of 5 years and 75 MSA traffic | IITPave software was used to carry out the pavement analysis. Pavement design is carried out asper IRC 37: 2018 for a design life of 5 years and 75 MSA traffic. The BSM (recycled) layer has to be followed with DBM and BC layers as per the design. | 81 | definition | 1.000 | Pavement design is carried out asper IRC 37: 2018 for a design life of 5 years and 75 MSA traffic. | 37 | page=37,block=0 | 0.850 | valid |
| What standard was the revised concrete road design based on? | based on the relevant IRC codes (IRC: 58:2002, | The original proposed design of the concrete road was critically reviewed in a wide prospective of this upcoming campus. The revised concrete road design is based on the relevant IRC codes (IRC: 58:2002, | 157 | definition | 1.000 | The revised concrete road design is based on the relevant IRC codes (IRC: 58:2002, | 43 | page=43,block=7 | 0.850 | valid |
| What global technology options are available for reducing vibrations? | the ones that can reduce upto 3 Hz, which most common prevalence of reducing 5Hz & 7Hz | 1 Hz frequency CSIR-CRRI is developing a mass spring system which can control vibration upto 1 Hz. Present global technology options available are the ones that can reduce upto 3 Hz, which most common prevalence of reducing 5Hz & 7Hz. The technology is being developed using viscous dampener with many layer spring system maintaining overall deflection upto less than 5mm, thereby reducing upto 40 VdB of vibrations. | 147 | definition | 1.000 | Present global technology options available are the ones that can reduce upto 3 Hz, which most common prevalence of reducing 5Hz & 7Hz. | 67 | page=67,block=4 | 0.850 | valid |
| What is lacking for testing the effects of policy measures on urban areas? | no a standardized assessment framework model or software to test various policy measures effects on urban areas | Current methods mentioned in literature are complex in nature. Currently there is no a standardized assessment framework model or software to test various policy measures effects on urban areas. Further, every application is site dependent and uses specific set of indicators. | 82 | definition | 1.000 | Currently there is no a standardized assessment framework model or software to test various policy measures effects on urban areas. | 69 | page=69,block=5 | 0.850 | valid |
| What was conducted at Magenta Line stations to understand commuters' views on pollution exposure? | carried out at various stations of Magenta Line to assess the perception of commuters with respect to their exposure to pollution | Chapter 5 of the current study evaluated the environment friendliness of DMRC system through various methods; firstly using a questionnaire survey to capture the general perception of the commuters and secondly by evaluating the emission loads for the existing traffic plying on the roads parallel to the DMRC network ‘with’ and ‘without’ metro. The questionnaire study was carried out at various stations of Magenta Line to assess the perception of commuters with respect to their exposure to pollution. The study resulted in a sample size of 352 commuters. | 374 | definition | 1.000 | The questionnaire study was carried out at various stations of Magenta Line to assess the perception of commuters with respect to their exposure to pollution. | 70 | page=70,block=0 | 0.850 | valid |
| What was done during the site visit related to the bridge? | made and detailed plan of activities was prepared | The bridge is provided with two massive Anchor Blocks having dimensions 18000 x 20000 x 37500 mm (Dobra side – Right Main Anchor Block) and 18000 x 20000 x 25300 mm (Chanthi side – Left Main Anchor Block). A site visit was made and detailed plan of activities was prepared. On the basis of field NDT measurements and the scrutiny of the available records related to the design and construction of the subject bridge, it can be concluded that the observed cracks in the Cable Anchorage Blocks, are passive in nature and might have occurred due to varieties of reasons such as probable deviations in the actual construction schedule from the concerned QAP as per the Contract Agreement, weather conditions, etc. | 223 | definition | 1.000 | A site visit was made and detailed plan of activities was prepared. | 88 | page=88,block=0 | 0.850 | valid |
| What does reaction time represent in the reactive capacity test? | the time which elapses between the reception of an external stimuli and taking of an appropriate action | The administrator can create obstacles during the exercise to judge reactions of the drivers in this test. ii) Reactive capacity (complex reaction time) Test: Reaction time is defined as the time which elapses between the reception of an external stimuli and taking of an appropriate action, in other words, total time taken by the drivers between appearance of the stimuli and reaction over the break. | 187 | definition | 1.000 | ii) Reactive capacity (complex reaction time) Test: Reaction time is defined as the time which elapses between the reception of an external stimuli and taking of an appropriate action, in other words, total time taken by the drivers between appearance of the stimuli and reaction over the break. | 63 | page=63,block=5 | 0.700 | valid |
| What aspects of driver behavior does the Driver Behaviour Rating Scale evaluate? | the attitude of the drivers on the road side infrastructure, pedestrian, road signs and signals, lane discipline and road marking etc. | This test is done with Vienna Test system. iii) Driver Behaviour Rating Scale: This test is administered for the subjects for measuring the attitude of the drivers on the road side infrastructure, pedestrian, road signs and signals, lane discipline and road marking etc. iv) Glare Recovery test: This test measures how quickly the drivers comes out of the glare effect caused by the head lights of oncoming vehicles. v) Night vision test: This test measures driver’s ability to see accurately in darkness. This test is being conducted by Keystone unit. | 136 | definition | 1.000 | iii) Driver Behaviour Rating Scale: This test is administered for the subjects for measuring the attitude of the drivers on the road side infrastructure, pedestrian, road signs and signals, lane discipline and road marking etc. iv) Glare Recovery test: This test measures how quickly the drivers comes out of the glare effect caused by the head lights of oncoming vehicles. | 63 | page=63,block=5 | 0.700 | |
| What is assessed by the Glare Recovery test? | measures how quickly the drivers comes out of the glare effect caused by the head lights of oncoming vehicles | This test is done with Vienna Test system. iii) Driver Behaviour Rating Scale: This test is administered for the subjects for measuring the attitude of the drivers on the road side infrastructure, pedestrian, road signs and signals, lane discipline and road marking etc. iv) Glare Recovery test: This test measures how quickly the drivers comes out of the glare effect caused by the head lights of oncoming vehicles. v) Night vision test: This test measures driver’s ability to see accurately in darkness. This test is being conducted by Keystone unit. | 306 | definition | 1.000 | iv) Glare Recovery test: This test measures how quickly the drivers comes out of the glare effect caused by the head lights of oncoming vehicles. | 63 | page=63,block=5 | 0.700 | valid |
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| valid |