Scheduled Commit

data/retrieval_individual-f36c9f97-e795-4522-8eb7-7dee254b42c7.jsonl

@@ -266,3 +266,11 @@
 {"tstamp": 1723618928.4636, "task_type": "retrieval", "type": "chat", "model": "Salesforce/SFR-Embedding-2_R", "gen_params": {}, "start": 1723618927.9641, "finish": 1723618928.4636, "ip": "", "conv_id": "dc615e0622294472ad5de57d68cd25f7", "model_name": "Salesforce/SFR-Embedding-2_R", "prompt": "bald wrestler that drinks beer", "output": [["bald wrestler that drinks beer", "The Crusher (wrestler)\n\nIntroduced at the beginning of wrestling matches as \"The Wrestler That Made Milwaukee Famous\" (a play on the slogan for Schlitz, \"The Beer That Made Milwaukee Famous\"), Crusher was successful as a solo wrestler, winning the AWA World Heavyweight Championship three times, the first time unifying it with the Omaha version of the World Heavyweight Championship on July 9, 1963, in a match where he defeated Verne Gagne. He was skillful at cutting promos, as he would brag about his \"100 megaton biceps\" and offer to pummel \"da bum\" he was facing in the ring with ease, and he often delighted in calling opponents \"turkeynecks\". His most quotable and famous phrase though was: \"How 'bout 'dat?\" When asked how he trained for a match, he'd claim he ran along the waterfront in Milwaukee carrying a large full beer barrel over either shoulder for strength (and longtime AWA announcer Rodger Kent often noted that by the end of the Crusher's training run, the beer was gone), and that he'd dance polka all night with Polish barmaids to increase his stamina. Although much of Crusher's popularity came from the idea that he was a big beer drinker, in actuality, he never drank beer, and according to Baron Von Raschke, he actually preferred wine. In 1981, Lisowski's wrestling career almost came to an end when the 450-pound Jerry Blackwell (who he had feuded with over the \"Crusher\" moniker) botched a top rope move and landed on Lisowski's right arm, causing nerve damage from his shoulder all the way to his wrist. Doctors told him he would never wrestle again, but Crusher did strength training for two years while he was unofficially \"retired\", returning to the ring in 1983, teaming with Baron von Raschke to beat Jerry Blackwell and Ken Patera for the AWA World Tag Team titles, only to lose them to The Road Warriors in August 1984.\nMove to the World Wrestling Federation"]], "corpus": "wikipedia"}
 {"tstamp": 1723618967.9584, "task_type": "retrieval", "type": "chat", "model": "text-embedding-3-large", "gen_params": {}, "start": 1723618967.2872, "finish": 1723618967.9584, "ip": "", "conv_id": "357b32d31a7c4bc288f8f95809546b19", "model_name": "text-embedding-3-large", "prompt": "coach famous for eyebrows in soccer", "output": [["coach famous for eyebrows in soccer", "Association football culture\n\nCoaches are also becoming sought after internationally. This extends to national team coaches, once being native to their country, being brought in from other countries. Examples include Brazilian legend Zico coaching Japan; Sven-Göran Eriksson, a Swede who coached England; as well as Berti Vogts, a German who coached Scotland and Nigeria. Another German, Otto Rehhagel, is practically a national icon in Greece after leading its national team to a shock victory in UEFA Euro 2004, and shortly afterwards turning down an offer to coach Germany and remain coaching Greece. Dutch coach Guus Hiddink has a similar iconic status in South Korea after coaching its national team to the semi-finals of the 2002 World Cup, so much so that one of South Korea's World Cup stadiums was renamed in his honour shortly after the competition. The two most recent managers of the US women were born outside the country, although both had lived in the US for many years before becoming USWNT head coaches. Jill Ellis, who managed the USWNT to World Cup wins in 2015 and 2019, is a native of England who moved to the US with her family in her early teens, and current manager Vlatko Andonovski moved from North Macedonia to the US as a player in 2000 and has remained in the US ever since as a player and coach."]], "corpus": "wikipedia"}
 {"tstamp": 1723618967.9584, "task_type": "retrieval", "type": "chat", "model": "Salesforce/SFR-Embedding-2_R", "gen_params": {}, "start": 1723618967.2872, "finish": 1723618967.9584, "ip": "", "conv_id": "468ec644df2d42328ac9a839b0b6a30b", "model_name": "Salesforce/SFR-Embedding-2_R", "prompt": "coach famous for eyebrows in soccer", "output": [["coach famous for eyebrows in soccer", "Jimmy Hogan\n\nJames Hogan (16 October 1882 – 30 January 1974) was an English football player and coach. He enjoyed some success as a footballer, reaching an FA Cup semi-final with Fulham in 1907–08, but his primary legacy is as a pioneer of the game and as an innovative coach across multiple European club and national sides. Named \"the most influential coach there has ever been\" by Jonathan Wilson, Hogan is regarded by some as the architect of Total Football."]], "corpus": "wikipedia"}
+{"tstamp": 1723618990.6839, "task_type": "retrieval", "type": "chat", "model": "text-embedding-3-large", "gen_params": {}, "start": 1723618990.1332, "finish": 1723618990.6839, "ip": "", "conv_id": "8d2ca13dede8472c8c9e354a80c2adfc", "model_name": "text-embedding-3-large", "prompt": "real madrid all time scorer", "output": [["real madrid all time scorer", "Real Madrid CF\n\nRecords and statistics Raúl holds the record for most Real Madrid appearances, having played 741 first-team matches from 1994 to 2010. Iker Casillas comes second with 725 appearances, followed by Manuel Sanchis Jr., having played 710 times. The record for a goalkeeper is held by Iker Casillas, with 725 appearances. With 200 caps, Cristiano Ronaldo is Real's most capped international player. Meanwhile, Sergio Ramos has accumulated the most caps while playing for the club, with 176.\nCristiano Ronaldo (2009–2018) is Real Madrid's all-time top goalscorer, with 450 goals in 438 matches. Six other players have also scored over 200 goals for Real: Alfredo Di Stéfano (1953–1964), Santillana (1971–1988), Ferenc Puskás (1958–1966), Hugo Sánchez (1985–1992), Karim Benzema (2009–2023) and the previous goalscoring record-holder Raúl (1994–2010). Cristiano Ronaldo also holds the record for the most league goals scored in one season (48 in 2014–15), alongside being Real's top goalscorer of all time in La Liga history with 311 goals. Di Stéfano's 49 goals in 58 matches was for decades the all-time highest tally in the European Cup, until it was surpassed by Raúl in 2005, and is now held by Cristiano Ronaldo with 105 goals for Madrid and 140 overall. The fastest goal in the history of the club (13 seconds) was scored by the Chilean Iván Zamorano on 3 September 1994 during a league match against Sevilla."]], "corpus": "wikipedia"}
+{"tstamp": 1723618990.6839, "task_type": "retrieval", "type": "chat", "model": "Salesforce/SFR-Embedding-2_R", "gen_params": {}, "start": 1723618990.1332, "finish": 1723618990.6839, "ip": "", "conv_id": "4d17fcca83394a4c9a901be8c849a533", "model_name": "Salesforce/SFR-Embedding-2_R", "prompt": "real madrid all time scorer", "output": [["real madrid all time scorer", "List of Real Madrid CF players\n\nReal Madrid Club de Fútbol is a professional association football club based in Madrid, Spain , that plays in La Liga. The club was formed in 1902 as Madrid Football Club and played its first competitive match on 13 May 1902 when it entered the final of the Campeonato de Copa de S.M. Alfonso XIII. Real Madrid was one of the founding members of La Liga in 1929, and is one of three clubs, along with FC Barcelona and Athletic Bilbao, to have never been relegated from the league. Since then, the club's first team has competed in numerous nationally and internationally organized competitions. Real is the most successful club in Spanish football, having won 71 domestic titles; a record 36 La Liga titles, 20 Spanish Cups, 13 Spanish Super Cups, 1 Copa Eva Duarte, and 1 League Cup. Real is the most successful club in European and international football, having won 29 official UEFA and FIFA trophies in total.\nRaúl holds the record for most overall appearances, having played 741 from 1994 to 2010, ahead of Iker Casillas, who made 725 appearances from 1999 to 2015. Manuel Sanchís, Jr is third with 710 appearances from 1983 to 2001 for the club. Cristiano Ronaldo is the all-time top scorer with 450 goals in 438 appearances from 2009 to 2018. He holds the record for the most goals in a season for Real Madrid, Ronaldo scored 61 in all competitions during the 2014–15 season and also holds the record for second most league goals scored in a season in La Liga, with 48 goals in 2014–15 La Liga. Karim Benzema is the second-highest scorer with 354 goals, having overtaken Raúl, who is third with 323 goals, in August 2022."]], "corpus": "wikipedia"}
+{"tstamp": 1723619026.5808, "task_type": "retrieval", "type": "chat", "model": "text-embedding-3-large", "gen_params": {}, "start": 1723619026.0481, "finish": 1723619026.5808, "ip": "", "conv_id": "61449fb8fae14d1dad4f7c0d5abcfd53", "model_name": "text-embedding-3-large", "prompt": "organization with prescriptive design criteria for homes", "output": [["organization with prescriptive design criteria for homes", "Passive house\n\nThe standard is based on five principles: airtightness, ventilation, waterproofing, heating and cooling, and electrical loads. Within these principles, projects must pass building specified blower door, ventilation airflow, overall airflow, and electrical load tests; buildings must also achieve other measures such as low-emission materials, renewable energy systems, moisture control, outdoor ventilation, and energy efficient ventilation and space conditioning equipment. All buildings must also pass a quality assurance and quality control test – this is implemented to ensure that the building continues to adhere to the regional criteria set forth by the PHIUS’ climate data. These tests and analyses of operative conditions are performed by PHIUS raters or verifiers. These are accredited professionals from the PHIUS that are able to perform on-site testing and inspections to ensure that the newly constructed building is adhering to the construction plans, created energy models, and desired operating conditions.\nThe two standards (\"passive house\" and PHIUS+) are distinct and target different performance metrics and use different energy modeling software and protocols.\nIn the US, the International Passive House Standard is supported by the North American Passive House Network (NAPHN) and its chapters, as well as by independent affiliates such as Passive House California and New York Passive House."]], "corpus": "wikipedia"}
+{"tstamp": 1723619026.5808, "task_type": "retrieval", "type": "chat", "model": "Salesforce/SFR-Embedding-2_R", "gen_params": {}, "start": 1723619026.0481, "finish": 1723619026.5808, "ip": "", "conv_id": "3542e1dc9c3b4444b4a352d3cfe2df08", "model_name": "Salesforce/SFR-Embedding-2_R", "prompt": "organization with prescriptive design criteria for homes", "output": [["organization with prescriptive design criteria for homes", "International Code Council\n\nThe International Code Council (ICC) is an American nonprofit standards organization, sponsored by the building trades, which was founded in 1994 through the merger of three regional model code organizations in the American construction industry. The organization creates the International Building Code (IBC), a model building code, which has been adopted for use as a base code standard by most jurisdictions in the United States. Despite its name, the International Code Council is not an international organization nor does it consistently follow international best practices.\nAccording to the ICC, the IBC is intended to protect public health and safety while avoiding both unnecessary costs and preferential treatment of specific materials or methods of construction. The code is updated every three years.\nThe International Code Council has stirred controversy for allowing industry groups to block changes that would make building codes more environmentally sustainable and resistant to natural disasters.\nICC Model Codes\nInternational Building Code (IBC)\nInternational Residential Code (IRC)\nInternational Fire Code (IFC)\nInternational Plumbing Code (IPC)\nInternational Mechanical Code (IMC)\nInternational Fuel Gas code (IFGC)\nInternational Energy Conservation Code (IECC)\nICC Performance Code (ICCPC)\nInternational Wildland Urban Interface Code (IWUIC)\nInternational Existing Building Code (IEBC)\nInternational Property Maintenance Code (IPMC)\nInternational Private Sewage Disposal Code (IPSDC)\nInternational Zoning Code (IZC)\nInternational Green Construction Code (IgCC)\nInternational Swimming Pool and Spa Code (ISPSC)"]], "corpus": "wikipedia"}
+{"tstamp": 1723619119.3815, "task_type": "retrieval", "type": "chat", "model": "text-embedding-3-large", "gen_params": {}, "start": 1723619118.8244, "finish": 1723619119.3815, "ip": "", "conv_id": "6caa2ec0ff934acbb8737ff7a51b0be1", "model_name": "text-embedding-3-large", "prompt": "name of code that describes energy effeciency for california homes", "output": [["name of code that describes energy effeciency for california homes", "Energy in California\n\nAs of 2018, California is a leader in the United States in electric vehicles. California has the second highest rate of plug-in cars in the world, trailing behind Norway, and making up half of the electric car market in the US. The Alternative and Renewable Fuel and Vehicle Technology Program, also called the Clean Transportation Program, arose out of 2007 law and is intended to drive growth in electric vehicles. California faces a potential shortage in charging stations, and setup California Electric Vehicle Infrastructure Project (CALeVIP) program to build more chargers. In September 2020, California Gov. Gavin Newsom issued an executive order requiring all passenger cars and trucks (not delivery, long-haul, or construction vehicles) sold after 2035 be fully electric. Experts have estimated that this will increase California's consumption of electric energy by 25%. California operates Vehicle-to-grid (V2G) programs to let electric vehicles supply power to the grid when feasible, and to increase consumption when supply is ample. , California's EVs have a combined charging capacity of 4.67 GW.\nBuilding energy\nBuildings use energy for lighting, heating, ventilation, and air conditioning (HVAC) systems, escalators, elevators and water heating. In addition, municipalities pump water which requires energy; by one estimate, about 19% of electricity is used to treat, pump, and discharge water. About 2/3 of California's home heating is supplied by natural gas, and most new homes are constructed with both natural gas and electric heating.\nThe California Building Standards Code has targeted residential energy efficiency since 1978; Part 11 of the code is the California Green Building Standards Code."]], "corpus": "wikipedia"}
+{"tstamp": 1723619119.3815, "task_type": "retrieval", "type": "chat", "model": "Salesforce/SFR-Embedding-2_R", "gen_params": {}, "start": 1723619118.8244, "finish": 1723619119.3815, "ip": "", "conv_id": "9ac5012116594f54a485575a4e9859e4", "model_name": "Salesforce/SFR-Embedding-2_R", "prompt": "name of code that describes energy effeciency for california homes", "output": [["name of code that describes energy effeciency for california homes", "Energy in California\n\nAs of 2018, California is a leader in the United States in electric vehicles. California has the second highest rate of plug-in cars in the world, trailing behind Norway, and making up half of the electric car market in the US. The Alternative and Renewable Fuel and Vehicle Technology Program, also called the Clean Transportation Program, arose out of 2007 law and is intended to drive growth in electric vehicles. California faces a potential shortage in charging stations, and setup California Electric Vehicle Infrastructure Project (CALeVIP) program to build more chargers. In September 2020, California Gov. Gavin Newsom issued an executive order requiring all passenger cars and trucks (not delivery, long-haul, or construction vehicles) sold after 2035 be fully electric. Experts have estimated that this will increase California's consumption of electric energy by 25%. California operates Vehicle-to-grid (V2G) programs to let electric vehicles supply power to the grid when feasible, and to increase consumption when supply is ample. , California's EVs have a combined charging capacity of 4.67 GW.\nBuilding energy\nBuildings use energy for lighting, heating, ventilation, and air conditioning (HVAC) systems, escalators, elevators and water heating. In addition, municipalities pump water which requires energy; by one estimate, about 19% of electricity is used to treat, pump, and discharge water. About 2/3 of California's home heating is supplied by natural gas, and most new homes are constructed with both natural gas and electric heating.\nThe California Building Standards Code has targeted residential energy efficiency since 1978; Part 11 of the code is the California Green Building Standards Code."]], "corpus": "wikipedia"}
+{"tstamp": 1723619177.6626, "task_type": "retrieval", "type": "chat", "model": "text-embedding-3-large", "gen_params": {}, "start": 1723619177.0893, "finish": 1723619177.6626, "ip": "", "conv_id": "f8882f0f21ec4ce981dca4f8175f1eec", "model_name": "text-embedding-3-large", "prompt": "Which code or standard prescribes how to calculate the strength of wood memebrs", "output": [["Which code or standard prescribes how to calculate the strength of wood memebrs", "Lumber\n\nMachine stress-rated and machine-evaluated lumber are readily available for end-uses where high strength is critical, such as trusses, rafters, laminating stock, I-beams and web joints. Machine grading measures a characteristic such as stiffness or density that correlates with the structural properties of interest, such as bending strength. The result is a more precise understanding of the strength of each piece of lumber than is possible with visually graded lumber, which allows designers to use full-design strength and avoid overbuilding.\nIn Europe, strength grading of rectangular sawn lumber/timber (both softwood and hardwood) is done according to EN-14081 and commonly sorted into classes defined by EN-338. For softwoods, the common classes are (in increasing strength) C16, C18, C24, and C30. There are also classes specifically for hardwoods and those in most common use (in increasing strength) are D24, D30, D40, D50, D60, and D70. For these classes, the number refers to the required 5th percentile bending strength in newtons per square millimetre. There are other strength classes, including T-classes based on tension intended for use in glulam.\nC14, used for scaffolding and formwork\nC16 and C24, general construction\nC30, prefab roof trusses and where design requires somewhat stronger joists than C24 can offer. TR26 is also a common trussed rafter strength class in long standing use in the UK.\nC40, usually seen in glulam\nGrading rules for African and South American sawn lumber have been developed by ATIBT according to the rules of the Sciages Avivés Tropicaux Africains (SATA) and is based on clear cuttings – established by the percentage of the clear surface."]], "corpus": "wikipedia"}
+{"tstamp": 1723619177.6626, "task_type": "retrieval", "type": "chat", "model": "Salesforce/SFR-Embedding-2_R", "gen_params": {}, "start": 1723619177.0893, "finish": 1723619177.6626, "ip": "", "conv_id": "d0e6c19aff2d4b6d91a5110384c6be6a", "model_name": "Salesforce/SFR-Embedding-2_R", "prompt": "Which code or standard prescribes how to calculate the strength of wood memebrs", "output": [["Which code or standard prescribes how to calculate the strength of wood memebrs", "Lumber\n\nDesign values for most species and grades of visually graded structural products are determined in accordance with ASTM standards, which consider the effect of strength reducing characteristics, load duration, safety, and other influencing factors. The applicable standards are based on results of tests conducted in cooperation with the USDA Forest Products Laboratory. Design Values for Wood Construction, which is a supplement to the ANSI/AF&PA National Design Specification® for Wood Construction, provides these lumber design values, which are recognized by the model building codes.\nCanada has grading rules that maintain a standard among mills manufacturing similar woods to assure customers of uniform quality. Grades standardize the quality of lumber at different levels and are based on moisture content, size, and manufacture at the time of grading, shipping, and unloading by the buyer. The National Lumber Grades Authority (NLGA) is responsible for writing, interpreting and maintaining Canadian lumber grading rules and standards. The Canadian Lumber Standards Accreditation Board (CLSAB) monitors the quality of Canada's lumber grading and identification system.\nAttempts to maintain lumber quality over time have been challenged by historical changes in the timber resources of the United States – from the slow-growing virgin forests common over a century ago to the fast-growing plantations now common in today's commercial forests. Resulting declines in lumber quality have been of concern to both the lumber industry and consumers and have caused increased use of alternative construction products."]], "corpus": "wikipedia"}

data/retrieval_side_by_side-f36c9f97-e795-4522-8eb7-7dee254b42c7.jsonl

@@ -35,3 +35,5 @@
 {"tstamp": 1723618734.1697, "task_type": "retrieval", "type": "tievote", "models": ["text-embedding-3-large", "Salesforce/SFR-Embedding-2_R"], "ip": "", "0_conv_id": "37cb2c380b684694bbfb732f96e8ca33", "0_model_name": "text-embedding-3-large", "0_prompt": "how to decerase shrinkage in concrete", "0_output": [["how to decerase shrinkage in concrete", "Concrete degradation\n\nConcrete slabs, block walls and pipelines are susceptible to cracking during ground settlement, seismic tremors or other sources of vibration, and also from expansion and contraction during adverse temperature changes.\nVarious types of concrete shrinkage\nChemical shrinkage (self-desiccation)\nThe cement hydration process consumes water molecules. The sum of the volumes of the hydration products present in the hardened cement paste is smaller than the sum of the volumes of the reacting mineral phases present in the cement clinker. Therefore, the volume of the fresh and very young concrete undergoes a contraction due to the hydration reaction: it is what is called \"chemical shrinkage\" or \"self-desiccation\". It is not a problem as long as the very fresh concrete is still in a liquid, or a sufficiently plastic, state and can easily accommodate volume changes (contraction).\nPlastic shrinkage\nLater in the setting phase, when the fresh concrete becomes more viscous and starts to harden, water loss due to unwanted evaporation can cause \"plastic shrinkage\". This occur when concrete is placed under hot conditions, e.g. in the summer and not sufficiently protected against evaporation. Cracks often develop above reinforcement bars because the contraction of concrete is locally restrained at this level and the still setting and weakly resistant concrete cannot freely shrink.\nCracks due to a poor curing (loss of water at early age)"]], "0_corpus": "wikipedia", "1_conv_id": "691b468eabc64cfe839b9f9158f12487", "1_model_name": "Salesforce/SFR-Embedding-2_R", "1_prompt": "how to decerase shrinkage in concrete", "1_output": [["how to decerase shrinkage in concrete", "Concrete degradation\n\nConcrete slabs, block walls and pipelines are susceptible to cracking during ground settlement, seismic tremors or other sources of vibration, and also from expansion and contraction during adverse temperature changes.\nVarious types of concrete shrinkage\nChemical shrinkage (self-desiccation)\nThe cement hydration process consumes water molecules. The sum of the volumes of the hydration products present in the hardened cement paste is smaller than the sum of the volumes of the reacting mineral phases present in the cement clinker. Therefore, the volume of the fresh and very young concrete undergoes a contraction due to the hydration reaction: it is what is called \"chemical shrinkage\" or \"self-desiccation\". It is not a problem as long as the very fresh concrete is still in a liquid, or a sufficiently plastic, state and can easily accommodate volume changes (contraction).\nPlastic shrinkage\nLater in the setting phase, when the fresh concrete becomes more viscous and starts to harden, water loss due to unwanted evaporation can cause \"plastic shrinkage\". This occur when concrete is placed under hot conditions, e.g. in the summer and not sufficiently protected against evaporation. Cracks often develop above reinforcement bars because the contraction of concrete is locally restrained at this level and the still setting and weakly resistant concrete cannot freely shrink.\nCracks due to a poor curing (loss of water at early age)"]], "1_corpus": "wikipedia"}
 {"tstamp": 1723618790.9236, "task_type": "retrieval", "type": "tievote", "models": ["text-embedding-3-large", "Salesforce/SFR-Embedding-2_R"], "ip": "", "0_conv_id": "04d3ef4d0a8c4d079f40dd3fa92b096d", "0_model_name": "text-embedding-3-large", "0_prompt": "steel slippage in base plates", "0_output": [["steel slippage in base plates", "Title: Energetic evolutions for linearly elastic plates with cohesive slip\n\nAbstract: A quasistatic model for a horizontally loaded thin elastic composite at small strains is studied. The composite consists of two adjacent plates whose interface behaves in a cohesive fashion with respect to the slip of the two layers. We allow for different loading-unloading regimes, distinguished by the presence of an irreversible variable describing the maximal slip reached during the evolution. Existence of energetic solutions, characterized by equilibrium conditions together with energy balance, is proved by means of a suitable version of the Minimizing Movements scheme. A crucial tool to achieve compactness of the irreversible variable are uniform estimates in H\\\"older spaces, obtained through the regularity theory for elliptic systems. The case in which the two plates may undergo a damage process is also considered."]], "0_corpus": "arxiv", "1_conv_id": "9903e2aa29ff4faea8c2a8bc14d33812", "1_model_name": "Salesforce/SFR-Embedding-2_R", "1_prompt": "steel slippage in base plates", "1_output": [["steel slippage in base plates", "Title: Performance Analysis and Optimization of Dowels in Jointed Concrete Floors\n\nAbstract: This study examines the performance of traditional round dowels in concrete floors and attempts to optimize the design of dowels through Finite Element (FE) analysis. A new type of Double-Tapered Round (DTR) dowels is proposed, and the performance of DTR dowels is compared to that of traditional cylindrical dowels. Linear Elastic (LE) analysis are performed in Abaqus (v-6.11) order to identify the optimized geometry of DTR dowels that would achieve (1) highest load transfer across adjacent slabs through shear action, and (2) lowest bearing stresses on the concrete. LE analyses are complemented by nonlinear FE analysis. The Riks method available in Abaqus/Standard, coupled with the Concrete Damaged Plasticity (CDP) model is used to simulate the degradation of concrete surrounding both DTR the traditional cylindrical dowels. Results obtained show that the use of DTR dowels can reduce bearing stresses at the face of the joint by as much 2.2 times as compared to traditional cylindrical dowels. While adequate load-transfer is a crucial part for the proper performance pavement structures, the load-transfer capacity of DTR dowels was more effective over cylindrical dowels by as far as 116%. In the inelastic range, even after significant concrete degradation and steel yielding, DTR dowels maintained a higher load-transfer capacity than traditional cylindrical dowels, and also presented lower amounts of differential deflections across concrete floors. Finally, damage in the concrete matrix below the dowel was relatively more confined for the case of DTR dowels, as compared to traditional cylindrical dowels."]], "1_corpus": "arxiv"}
 {"tstamp": 1723618906.7724, "task_type": "retrieval", "type": "rightvote", "models": ["text-embedding-3-large", "Salesforce/SFR-Embedding-2_R"], "ip": "", "0_conv_id": "6d8230538eaf4d9696e11066e4582eb6", "0_model_name": "text-embedding-3-large", "0_prompt": "orange cat that like lasagna", "0_output": [["orange cat that like lasagna", "Lasagna Cat\n\nLasagna Cat is a web series created by Fatal Farm as a parody of the Garfield comic strips created by American cartoonist Jim Davis. The series was uploaded in bulk to YouTube in 2008 and 2017, and consists mainly of humorous live-action recreations of classic Garfield comics."]], "0_corpus": "wikipedia", "1_conv_id": "95982024ae84434082e54254b57d8fa1", "1_model_name": "Salesforce/SFR-Embedding-2_R", "1_prompt": "orange cat that like lasagna", "1_output": [["orange cat that like lasagna", "Garfield (character)\n\nGarfield is a fictional cat and the protagonist of the comic strip of the same name, created by Jim Davis. Garfield is portrayed as a lazy, fat, cynical and self-absorbed orange tabby Persian cat. He is noted for his love of lasagna and sleeping, and his hatred of Mondays, Nermal, and exercise.\nCharacter"]], "1_corpus": "wikipedia"}
+{"tstamp": 1723619034.1146, "task_type": "retrieval", "type": "rightvote", "models": ["text-embedding-3-large", "Salesforce/SFR-Embedding-2_R"], "ip": "", "0_conv_id": "61449fb8fae14d1dad4f7c0d5abcfd53", "0_model_name": "text-embedding-3-large", "0_prompt": "organization with prescriptive design criteria for homes", "0_output": [["organization with prescriptive design criteria for homes", "Passive house\n\nThe standard is based on five principles: airtightness, ventilation, waterproofing, heating and cooling, and electrical loads. Within these principles, projects must pass building specified blower door, ventilation airflow, overall airflow, and electrical load tests; buildings must also achieve other measures such as low-emission materials, renewable energy systems, moisture control, outdoor ventilation, and energy efficient ventilation and space conditioning equipment. All buildings must also pass a quality assurance and quality control test – this is implemented to ensure that the building continues to adhere to the regional criteria set forth by the PHIUS’ climate data. These tests and analyses of operative conditions are performed by PHIUS raters or verifiers. These are accredited professionals from the PHIUS that are able to perform on-site testing and inspections to ensure that the newly constructed building is adhering to the construction plans, created energy models, and desired operating conditions.\nThe two standards (\"passive house\" and PHIUS+) are distinct and target different performance metrics and use different energy modeling software and protocols.\nIn the US, the International Passive House Standard is supported by the North American Passive House Network (NAPHN) and its chapters, as well as by independent affiliates such as Passive House California and New York Passive House."]], "0_corpus": "wikipedia", "1_conv_id": "3542e1dc9c3b4444b4a352d3cfe2df08", "1_model_name": "Salesforce/SFR-Embedding-2_R", "1_prompt": "organization with prescriptive design criteria for homes", "1_output": [["organization with prescriptive design criteria for homes", "International Code Council\n\nThe International Code Council (ICC) is an American nonprofit standards organization, sponsored by the building trades, which was founded in 1994 through the merger of three regional model code organizations in the American construction industry. The organization creates the International Building Code (IBC), a model building code, which has been adopted for use as a base code standard by most jurisdictions in the United States. Despite its name, the International Code Council is not an international organization nor does it consistently follow international best practices.\nAccording to the ICC, the IBC is intended to protect public health and safety while avoiding both unnecessary costs and preferential treatment of specific materials or methods of construction. The code is updated every three years.\nThe International Code Council has stirred controversy for allowing industry groups to block changes that would make building codes more environmentally sustainable and resistant to natural disasters.\nICC Model Codes\nInternational Building Code (IBC)\nInternational Residential Code (IRC)\nInternational Fire Code (IFC)\nInternational Plumbing Code (IPC)\nInternational Mechanical Code (IMC)\nInternational Fuel Gas code (IFGC)\nInternational Energy Conservation Code (IECC)\nICC Performance Code (ICCPC)\nInternational Wildland Urban Interface Code (IWUIC)\nInternational Existing Building Code (IEBC)\nInternational Property Maintenance Code (IPMC)\nInternational Private Sewage Disposal Code (IPSDC)\nInternational Zoning Code (IZC)\nInternational Green Construction Code (IgCC)\nInternational Swimming Pool and Spa Code (ISPSC)"]], "1_corpus": "wikipedia"}
+{"tstamp": 1723619262.732, "task_type": "retrieval", "type": "rightvote", "models": ["text-embedding-3-large", "Salesforce/SFR-Embedding-2_R"], "ip": "", "0_conv_id": "f8882f0f21ec4ce981dca4f8175f1eec", "0_model_name": "text-embedding-3-large", "0_prompt": "Which code or standard prescribes how to calculate the strength of wood memebrs", "0_output": [["Which code or standard prescribes how to calculate the strength of wood memebrs", "Lumber\n\nMachine stress-rated and machine-evaluated lumber are readily available for end-uses where high strength is critical, such as trusses, rafters, laminating stock, I-beams and web joints. Machine grading measures a characteristic such as stiffness or density that correlates with the structural properties of interest, such as bending strength. The result is a more precise understanding of the strength of each piece of lumber than is possible with visually graded lumber, which allows designers to use full-design strength and avoid overbuilding.\nIn Europe, strength grading of rectangular sawn lumber/timber (both softwood and hardwood) is done according to EN-14081 and commonly sorted into classes defined by EN-338. For softwoods, the common classes are (in increasing strength) C16, C18, C24, and C30. There are also classes specifically for hardwoods and those in most common use (in increasing strength) are D24, D30, D40, D50, D60, and D70. For these classes, the number refers to the required 5th percentile bending strength in newtons per square millimetre. There are other strength classes, including T-classes based on tension intended for use in glulam.\nC14, used for scaffolding and formwork\nC16 and C24, general construction\nC30, prefab roof trusses and where design requires somewhat stronger joists than C24 can offer. TR26 is also a common trussed rafter strength class in long standing use in the UK.\nC40, usually seen in glulam\nGrading rules for African and South American sawn lumber have been developed by ATIBT according to the rules of the Sciages Avivés Tropicaux Africains (SATA) and is based on clear cuttings – established by the percentage of the clear surface."]], "0_corpus": "wikipedia", "1_conv_id": "d0e6c19aff2d4b6d91a5110384c6be6a", "1_model_name": "Salesforce/SFR-Embedding-2_R", "1_prompt": "Which code or standard prescribes how to calculate the strength of wood memebrs", "1_output": [["Which code or standard prescribes how to calculate the strength of wood memebrs", "Lumber\n\nDesign values for most species and grades of visually graded structural products are determined in accordance with ASTM standards, which consider the effect of strength reducing characteristics, load duration, safety, and other influencing factors. The applicable standards are based on results of tests conducted in cooperation with the USDA Forest Products Laboratory. Design Values for Wood Construction, which is a supplement to the ANSI/AF&PA National Design Specification® for Wood Construction, provides these lumber design values, which are recognized by the model building codes.\nCanada has grading rules that maintain a standard among mills manufacturing similar woods to assure customers of uniform quality. Grades standardize the quality of lumber at different levels and are based on moisture content, size, and manufacture at the time of grading, shipping, and unloading by the buyer. The National Lumber Grades Authority (NLGA) is responsible for writing, interpreting and maintaining Canadian lumber grading rules and standards. The Canadian Lumber Standards Accreditation Board (CLSAB) monitors the quality of Canada's lumber grading and identification system.\nAttempts to maintain lumber quality over time have been challenged by historical changes in the timber resources of the United States – from the slow-growing virgin forests common over a century ago to the fast-growing plantations now common in today's commercial forests. Resulting declines in lumber quality have been of concern to both the lumber industry and consumers and have caused increased use of alternative construction products."]], "1_corpus": "wikipedia"}