{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":7,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":7,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"ad05bdf94031","filters":{"venue":"Journal of Transportation Engineering Part B Pavements"}},"results":[{"id":"W3184100932","doi":"10.1061/jpeodx.0000305","title":"Modeling Pavement Performance Indices in Harsh Climate Regions","year":2021,"lang":"en","type":"article","venue":"Journal of Transportation Engineering Part B Pavements","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"International Roughness Index; Rut; Serviceability (structure); Environmental science; Forensic engineering; Cracking; Durability; Geotechnical engineering; Engineering; Civil engineering; Surface finish; Asphalt; Geography; Computer science; Cartography; Materials science","authors":[{"name":"Abdualmtalab Abdualaziz Ali","is_ca":true},{"name":"Heena Dhasmana","is_ca":false},{"name":"Kamal Hossain","is_ca":true},{"name":"Amgad Hussein","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01063395415082657,"gpt":0.210106394311709,"spread":0.1994724401608825,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001816635,0.0001388306,0.0002320112,0.0002772434,0.00002851162,0.00002278221,0.00008899259,0.00005255978,0.00001639079],"category_scores_gemma":[0.000003636022,0.000144858,0.00009955779,0.0003680088,0.000004203477,0.0003072108,0.000002851653,0.0002362393,0.000001313736],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008540837,"about_ca_system_score_gemma":0.00002236868,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001903658,"about_ca_topic_score_gemma":0.0000212612,"domain_scores_codex":[0.998777,0.00000582654,0.0006107352,0.00009132428,0.0002427138,0.0002723533],"domain_scores_gemma":[0.9996671,0.000009832795,0.00007068381,0.00009545421,0.00009089076,0.00006603905],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000004045971,0.00001536485,0.02874645,0.0001339392,0.000145439,0.00006364274,0.0005413038,0.9676998,0.002410519,0.00006657491,0.00001255136,0.0001604032],"study_design_scores_gemma":[0.00160027,0.00007198675,0.1986072,0.00105871,0.0002960409,0.00001889473,0.0004485467,0.7643498,0.03022585,0.00002373657,0.002818225,0.0004807376],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9692419,0.0002278394,0.02923676,0.0000134317,0.001144913,0.00005112061,0.00001117633,0.00003654428,0.00003633232],"genre_scores_gemma":[0.9970378,0.0008063258,0.001940147,0.00001689488,0.0001336072,0.000006196149,0.00003021626,0.00002230996,0.000006470282],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2033499,"threshold_uncertainty_score":0.5907139,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4309030275","doi":"10.1061/jpeodx.pveng-1006","title":"Condition Assessment of Unpaved Roads Using Low-Cost Computer Vision–Based Solutions","year":2022,"lang":"en","type":"article","venue":"Journal of Transportation Engineering Part B Pavements","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University","funders":"","keywords":"Computer science; Process (computing); Transport engineering; Remote sensing; Engineering; Geography","authors":[{"name":"Luana Lopes Amaral Loures","is_ca":true},{"name":"Ehsan Rezazadeh Azar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0123517454287434,"gpt":0.2595910238740824,"spread":0.247239278445339,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000276142,0.0001413472,0.0002333427,0.0002688666,0.00009628788,0.00001341898,0.0001176791,0.00003344282,0.00008909358],"category_scores_gemma":[0.000002274632,0.0001541822,0.0001320411,0.0002109952,0.00001116207,0.000197767,0.000005011763,0.0002676439,2.674126e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002377425,"about_ca_system_score_gemma":0.00005579583,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002930695,"about_ca_topic_score_gemma":0.000001078019,"domain_scores_codex":[0.998607,0.00001798947,0.0006535767,0.00008277527,0.0004259169,0.0002127467],"domain_scores_gemma":[0.999468,0.00002417968,0.0002205814,0.00009914573,0.0001218666,0.00006620573],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000007268771,0.00004237725,0.002150223,0.00009362963,0.00008118035,0.00001775042,0.0001165826,0.9665242,0.03050489,0.00007507348,0.0001556575,0.0002311339],"study_design_scores_gemma":[0.001483807,0.0001579847,0.07636809,0.0002831405,0.0001143421,0.00001259476,0.000090752,0.9075695,0.009994698,0.00001408844,0.003663292,0.0002477468],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5198716,0.0000247637,0.4778235,0.000009240724,0.002033074,0.0001187537,0.0000742562,0.00003250828,0.0000123151],"genre_scores_gemma":[0.98746,0.000007275876,0.0122151,0.00001806264,0.0001719967,0.00001126416,0.00008463306,0.00002857855,0.000003077406],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4675884,"threshold_uncertainty_score":0.6287366,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4220713244","doi":"10.1061/jpeodx.0000351","title":"Characteristics of Resilient Modulus of Weathered Phyllite Subgrade during Saturation Process","year":2022,"lang":"en","type":"article","venue":"Journal of Transportation Engineering Part B Pavements","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Phyllite; Geotechnical engineering; Gradation; Saturation (graph theory); Materials science; Subgrade; Modulus; Water content; Composite material; Compaction; Geology; Mathematics","authors":[{"name":"Ying Zhao","is_ca":false},{"name":"Xuesong Mao","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Wenlin Li","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00839834187558296,"gpt":0.2192887086895838,"spread":0.2108903668140008,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003522449,0.0001516002,0.0002952317,0.000267092,0.0000430723,0.000005887251,0.0001458207,0.00003225878,0.00008215305],"category_scores_gemma":[0.00001084484,0.0001601536,0.0001014991,0.0002874935,0.00001013843,0.0003011499,0.000003678026,0.0001938838,4.62635e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001226712,"about_ca_system_score_gemma":0.00003166499,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001226794,"about_ca_topic_score_gemma":0.000001004383,"domain_scores_codex":[0.9979494,0.00001788264,0.001081514,0.00008587637,0.0007076096,0.0001577358],"domain_scores_gemma":[0.9991127,0.00001438234,0.0005339055,0.0001176012,0.0001709894,0.00005037692],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00005696383,0.00008299507,0.01570388,0.000661613,0.0001164703,0.000004335508,0.001941324,0.8651318,0.1159834,0.00001877882,0.00001660974,0.0002818958],"study_design_scores_gemma":[0.001966979,0.0003619906,0.5897907,0.0003236895,0.000184853,0.000007508688,0.0004128726,0.1089571,0.2971705,0.00001771261,0.0005035966,0.0003025484],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9931147,0.0001311779,0.005680731,0.000009876768,0.0007466744,0.000195221,0.00008300909,0.00002830139,0.00001035537],"genre_scores_gemma":[0.9991937,0.00009934884,0.0004712499,0.000002900014,0.00006870426,0.00002114023,0.00009154724,0.00003082879,0.00002053255],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7561747,"threshold_uncertainty_score":0.6530873,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4411291366","doi":"10.1061/jpeodx.pveng-1573","title":"Tile-Based Pavement Rutting and Roughness Evaluation Using Mobile LiDAR Data","year":2025,"lang":"en","type":"article","venue":"Journal of Transportation Engineering Part B Pavements","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of British Columbia","funders":"","keywords":"Tile; Lidar; Rut; Geotechnical engineering; Geology; Remote sensing; Surface finish; Environmental science; Engineering; Cartography; Geography; Archaeology; Mechanical engineering","authors":[{"name":"Ali Faisal","is_ca":true},{"name":"Suliman Gargoum","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04937910186839798,"gpt":0.2850505019739415,"spread":0.2356714001055435,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001031033,0.000103006,0.0001489196,0.00009460667,0.00008049535,0.00004817057,0.0001442372,0.00003564971,0.000133557],"category_scores_gemma":[0.00002078369,0.00008870077,0.00003245407,0.0001676968,0.00001038827,0.0003458683,0.000002043005,0.00009859283,0.000001172045],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001243373,"about_ca_system_score_gemma":0.00006985003,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007542105,"about_ca_topic_score_gemma":0.00009220023,"domain_scores_codex":[0.9989077,0.00004075581,0.0004236165,0.0001358901,0.0003559787,0.0001360125],"domain_scores_gemma":[0.9994845,0.0000536763,0.0001637829,0.000123749,0.0001158801,0.00005839036],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00002613381,0.00003010955,0.3438159,0.0001375439,0.00008554393,0.00000929665,0.000247461,0.6409976,0.0007985628,0.000003486608,0.00005755232,0.01379073],"study_design_scores_gemma":[0.001132191,0.00009697565,0.5277109,0.0004784166,0.0001952355,0.000002344689,0.0002495335,0.4644477,0.001197472,0.00001470812,0.004301672,0.000172878],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9878727,0.0007440756,0.01044321,0.00002338907,0.0006367267,0.0001540171,0.00009369649,0.00001275045,0.00001944876],"genre_scores_gemma":[0.9961192,0.0000263648,0.003381707,0.00004261385,0.0000594755,0.000001095119,0.0003473689,0.000003127979,0.00001907077],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1838949,"threshold_uncertainty_score":0.3617112,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4396685179","doi":"10.1061/jpeodx.pveng-1146","title":"Mechanistic Design Framework for Evaluating the Potential for Concrete Pavement Growth and Blowup","year":2024,"lang":"en","type":"article","venue":"Journal of Transportation Engineering Part B Pavements","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Geotechnical engineering; Computer science; Civil engineering; Environmental science; Geology; Engineering","authors":[{"name":"Lyhour Chhay","is_ca":true},{"name":"Tetsya Sok","is_ca":true},{"name":"Ju Hyung Lee","is_ca":false},{"name":"Young Kyu Kim","is_ca":false},{"name":"Seung Woo Lee","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03415067445524531,"gpt":0.2953472808327694,"spread":0.2611966063775241,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001399374,0.0001958577,0.0002209876,0.0001366036,0.0000952858,0.00009352172,0.0001177352,0.00007205456,0.00001916451],"category_scores_gemma":[0.00007446675,0.000161409,0.0001285971,0.0001289365,0.0000120509,0.0002863492,0.000002373329,0.000173726,0.00000114536],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006734095,"about_ca_system_score_gemma":0.00004167862,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":4.334412e-7,"about_ca_topic_score_gemma":2.388176e-7,"domain_scores_codex":[0.9984586,0.00001975774,0.0007195101,0.0001386359,0.0004136857,0.000249848],"domain_scores_gemma":[0.9991606,0.0004064869,0.00012876,0.00008552817,0.000147262,0.00007128898],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000646095,0.00000866575,0.00003690977,0.001512343,0.0005826784,0.000005110689,0.0009267073,0.9273798,0.05944984,0.006431621,0.0002897968,0.003311894],"study_design_scores_gemma":[0.0008044245,0.0005859478,0.000300447,0.0005183223,0.0004619337,0.000004300772,0.00008420728,0.9740258,0.01938801,0.003105184,0.0005288876,0.0001925511],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.09433279,0.0007445866,0.9019716,0.0001024923,0.001924012,0.0007989049,0.0000493336,0.00007501651,0.000001302474],"genre_scores_gemma":[0.8834747,0.0002070841,0.1155876,0.00003549132,0.0003828794,0.0002009609,0.00004241331,0.00005817994,0.00001062628],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.789142,"threshold_uncertainty_score":0.6582068,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7082966862","doi":"10.1061/jpeodx.pveng-1743","title":"Sustainable Infrastructure Choice for Somali Ports: Modeling and Comparative Study of Roller-Compacted Concrete Pavement","year":2025,"lang":"en","type":"article","venue":"Journal of Transportation Engineering Part B Pavements","topic":"Geochemistry and Geologic Mapping","field":"Computer Science","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Somali; Port (circuit theory); Asphalt; Resilience (materials science); Aggregate (composite); Contingency plan","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.01699780579705812,"gpt":0.2547917867350037,"spread":0.2377939809379456,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002985574,0.0001346655,0.0003195167,0.0001458964,0.0000673009,0.00003168483,0.0002108579,0.00004173407,0.000004177014],"category_scores_gemma":[0.00002966955,0.0001249925,0.00005756573,0.0002222576,0.00000883858,0.0002704399,0.00001189172,0.0001155907,3.309032e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003255132,"about_ca_system_score_gemma":0.00005718276,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001526181,"about_ca_topic_score_gemma":0.000003233316,"domain_scores_codex":[0.9988085,0.00001497644,0.0006443634,0.0001489454,0.0002030956,0.0001801234],"domain_scores_gemma":[0.9989586,0.0000680282,0.0003095883,0.0001268935,0.0004794558,0.00005741884],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000315748,0.00006917467,0.01319328,0.0003365342,0.0003248073,0.00001145027,0.004180971,0.9772082,0.002456467,0.001989155,0.0001330357,0.00006535753],"study_design_scores_gemma":[0.008707433,0.001070573,0.05959687,0.0005439012,0.0002758601,0.000005710332,0.009894857,0.8928786,0.01484704,0.000979702,0.01074709,0.0004523991],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7351744,0.00007553722,0.2641702,0.00009572979,0.0001448364,0.0002939314,0.000004109452,0.00001329588,0.00002802075],"genre_scores_gemma":[0.9952694,0.000007670242,0.0044785,0.00002317634,0.00002382678,0.00001315149,0.000008156468,0.000001989096,0.0001741784],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.260095,"threshold_uncertainty_score":0.5097048,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4415706163","doi":"10.1061/jpeodx.pveng-1760","title":"Deflection-Based Metric for Identifying Critical Pavement Sections against Subgrade Shear Failure under Superheavy Loads: A Case Study of Alberta, Canada","year":2025,"lang":"en","type":"article","venue":"Journal of Transportation Engineering Part B Pavements","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Government of Alberta","funders":"","keywords":"Subgrade; Deflection (physics); Falling weight deflectometer; Axle; Road construction; Schedule; Axle load","authors":[{"name":"Rami S. Skaff","is_ca":false},{"name":"Elie Y. Hajj","is_ca":false},{"name":"Raj V. Siddharthan","is_ca":false},{"name":"Márta Juhász","is_ca":true},{"name":"Nadarajah Sivaneswaran","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0236796598578481,"gpt":0.2906436461058162,"spread":0.2669639862479681,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004160578,0.0002449934,0.0003614395,0.0006999695,0.0001355831,0.00003418834,0.0001261408,0.00007448684,0.00002569016],"category_scores_gemma":[0.00005523051,0.0002683203,0.0001370651,0.000794798,0.000012128,0.0003323325,0.000002861732,0.0002339053,3.823422e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000540318,"about_ca_system_score_gemma":0.0002864644,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.01007952,"about_ca_topic_score_gemma":0.1874817,"domain_scores_codex":[0.9976971,0.00002837476,0.001225019,0.0001725439,0.0005751714,0.0003017775],"domain_scores_gemma":[0.9988828,0.0002842034,0.0001655829,0.0001690168,0.0003855749,0.0001128644],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001543407,0.0002509611,0.006513517,0.0005646121,0.0004372965,0.00003912218,0.000604914,0.9890178,0.001964681,0.00003913587,0.0004420871,0.0001104496],"study_design_scores_gemma":[0.01311518,0.001439531,0.05064933,0.001523692,0.002415577,0.00005793505,0.01648557,0.8203845,0.08815457,0.00004480262,0.004474306,0.001255009],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7266992,0.00009248748,0.2712382,0.00007237574,0.001339504,0.0004989665,0.00002334228,0.00002949324,0.000006355547],"genre_scores_gemma":[0.9977253,0.00001226449,0.001937481,0.0000501003,0.00007569601,0.00009937669,0.0000414306,0.00003723233,0.00002110105],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2710261,"threshold_uncertainty_score":0.9999769,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}