{"meta":{"query_hash":"ca4115576c4a","filters":{"venue":"HPC Bridge Views"},"cohort_total":6,"direct_labels_cover":0,"predictions_cover":6,"exported":6,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/ca4115576c4a","api":"https://metacan.xera.ac/api/v1/cohort?venue=HPC+Bridge+Views"},"results":[{"id":"W566613237","doi":"","title":"HPC for Durability of the Confederation Bridge","year":2005,"lang":"en","type":"article","venue":"HPC Bridge Views","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Engineering; Durability; Civil engineering; Mile; Forensic engineering; Geology; Computer science","score_opus":0.035829529646418175,"score_gpt":0.26094870189000363,"score_spread":0.22511917224358546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W566613237","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5217345,0.00050972815,0.4728111,0.0011334209,0.00063944614,0.0006348408,0.000083079285,0.00029909326,0.0021547948],"genre_scores_gemma":[0.99859124,0.000023806831,0.0009447021,0.00009336182,0.00014466634,0.00002688323,0.000017068474,0.000015440466,0.00014281031],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993619,0.0000172716,0.0002941481,0.00011111224,0.00009348734,0.00012213443],"domain_scores_gemma":[0.99957526,0.000037125905,0.000041561292,0.00026282645,0.00004967332,0.000033541644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012780764,0.000107687454,0.000179082,0.000032519365,0.00005642962,0.000022001612,0.00010911825,0.000045716708,0.00006843056],"category_scores_gemma":[0.00005392327,0.00007992307,0.00016518577,0.00009956999,0.000026645279,0.0000915664,0.000010419604,0.00006735795,0.000012703943],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017939856,0.000039959094,0.0009238073,0.00047935516,0.00018409888,1.9254757e-7,0.0008594932,0.66839683,0.08448245,0.006428848,0.029570734,0.20861627],"study_design_scores_gemma":[0.00041299363,0.000018311806,0.07620348,0.000023715795,0.000055227796,0.0000047201843,0.000013041912,0.7285772,0.09423362,0.00007434957,0.10016146,0.00022186447],"about_ca_topic_score_codex":0.00001798717,"about_ca_topic_score_gemma":0.00008074649,"teacher_disagreement_score":0.47685677,"about_ca_system_score_codex":0.000043641852,"about_ca_system_score_gemma":0.00000981324,"threshold_uncertainty_score":0.3259168},"labels":[],"label_agreement":null},{"id":"W574372706","doi":"","title":"The Bow River Bridge – A Precast Record","year":2005,"lang":"en","type":"article","venue":"HPC Bridge Views","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Girder; Pier; Structural engineering; Engineering; Prestressed concrete; Bridge (graph theory); Span (engineering); Structural load; Expansion joint; Geotechnical engineering; Forensic engineering","score_opus":0.040046694204015576,"score_gpt":0.2555065274500129,"score_spread":0.21545983324599732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W574372706","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94762856,0.0060606436,0.005607783,0.0018808652,0.0019767869,0.00084354426,0.000053197335,0.0009600482,0.034988545],"genre_scores_gemma":[0.9953584,0.0011875106,0.00046215404,0.00039248622,0.0004372281,0.00005552016,0.000007180272,0.00003875781,0.0020607593],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989083,0.00005924815,0.0003308748,0.00022059373,0.00014802483,0.000332992],"domain_scores_gemma":[0.99909765,0.0001128078,0.000036677164,0.0005895013,0.000037388014,0.00012598197],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00033873421,0.0001820223,0.00019653905,0.00003002588,0.00014449375,0.00007103461,0.0002589928,0.00006422193,0.00029077017],"category_scores_gemma":[0.000079358506,0.00013409113,0.00014678482,0.0001629343,0.00007493663,0.00013293854,0.00006109915,0.00021310522,0.0012887617],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015615193,0.000011656051,0.00090200984,0.000025631465,0.000009045479,0.0000026558434,0.00045232213,0.00009733497,0.0019062754,0.000073436335,0.18123373,0.8152703],"study_design_scores_gemma":[0.00020580871,0.000018583332,0.046678137,0.000016956443,0.000009100775,0.000012376319,0.0000056341632,0.0131754745,0.00074747595,0.000024765171,0.9389235,0.00018218995],"about_ca_topic_score_codex":0.000041944208,"about_ca_topic_score_gemma":0.00045625295,"teacher_disagreement_score":0.8150881,"about_ca_system_score_codex":0.00008817182,"about_ca_system_score_gemma":0.000016525439,"threshold_uncertainty_score":0.99948883},"labels":[],"label_agreement":null},{"id":"W590758382","doi":"","title":"Sturgeon River Bridge: 100-Year Service Life","year":2005,"lang":"en","type":"article","venue":"HPC Bridge Views","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Girder; Sturgeon; Deck; Bridge (graph theory); Engineering; Structural engineering; Abutment; Civil engineering; Prestressed concrete; Service life; Span (engineering); Culvert; Beam bridge; Bridge deck; Forensic engineering; Fish <Actinopterygii>; Fishery; Mechanical engineering","score_opus":0.045505329819969506,"score_gpt":0.2610779696081937,"score_spread":0.21557263978822416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W590758382","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9790428,0.0019614543,0.0020316867,0.0014269508,0.0008180106,0.00042091447,0.00005003548,0.00086114864,0.013386963],"genre_scores_gemma":[0.99553806,0.00031672238,0.00052368536,0.002593716,0.00046212395,0.000024884397,0.000024004825,0.000048828766,0.00046797935],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986982,0.00005160426,0.00038124478,0.00029866188,0.00021373386,0.00035660388],"domain_scores_gemma":[0.9989685,0.00005143405,0.000038899263,0.00059161015,0.000075359196,0.00027419295],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00025897048,0.00023828149,0.0003130514,0.00006674483,0.00006569226,0.00004601183,0.00024740928,0.00010547015,0.0012652756],"category_scores_gemma":[0.00007381825,0.00023199563,0.00013413654,0.0003156419,0.00003112355,0.0001955858,0.00007994452,0.00024521115,0.003968129],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010513989,0.00016795284,0.013003973,0.00072735146,0.00008270801,0.00002448104,0.0045577274,0.0044994378,0.026569482,0.00047773702,0.6647121,0.28507194],"study_design_scores_gemma":[0.00051918864,0.000019253946,0.16637756,0.000031765627,0.000020298401,0.00000809162,0.000016854423,0.0150286965,0.0011546122,0.00001424529,0.8164493,0.00036012623],"about_ca_topic_score_codex":0.00012263218,"about_ca_topic_score_gemma":0.0002429917,"teacher_disagreement_score":0.2847118,"about_ca_system_score_codex":0.00008858761,"about_ca_system_score_gemma":0.00003447178,"threshold_uncertainty_score":0.9996477},"labels":[],"label_agreement":null},{"id":"W610655545","doi":"","title":"HPC Deck Panels for Jacques Cartier Bridge","year":2005,"lang":"en","type":"article","venue":"HPC Bridge Views","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Deck; Bridge (graph theory); Bridge deck; Durability; Structural engineering; Slab; Engineering; Prestressed concrete; Forensic engineering; Geotechnical engineering; Civil engineering; Computer science","score_opus":0.06676663726339349,"score_gpt":0.2888088354447209,"score_spread":0.22204219818132742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W610655545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95181096,0.004227755,0.03205299,0.0007253661,0.0010698447,0.0011267675,0.00016728374,0.0009777166,0.007841319],"genre_scores_gemma":[0.9961413,0.00030923844,0.0014690951,0.0006985109,0.0005270325,0.00014234174,0.000032768043,0.000057349305,0.0006223749],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99866724,0.000034977653,0.0004343157,0.00030442837,0.0001431536,0.00041588565],"domain_scores_gemma":[0.99910545,0.00009384054,0.00003935303,0.0005125358,0.00006716457,0.000181643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030435147,0.00024061494,0.00034937414,0.000061445906,0.00007531229,0.000056772024,0.00019917714,0.00010471713,0.00042032357],"category_scores_gemma":[0.00009537702,0.00022888549,0.00022881874,0.00013954354,0.000037959915,0.00018310576,0.000041004656,0.00013645353,0.00044134952],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000073825926,0.00008014982,0.0037532721,0.00048231255,0.000045684093,0.0000074912973,0.0019016791,0.000863799,0.09162538,0.00056458404,0.35701916,0.5435827],"study_design_scores_gemma":[0.00045999227,0.00004104733,0.0390182,0.000029096127,0.000023005445,0.000010984338,0.0000097346865,0.012660645,0.015602425,0.000045295263,0.9317681,0.00033143154],"about_ca_topic_score_codex":0.000032776916,"about_ca_topic_score_gemma":0.00012360333,"teacher_disagreement_score":0.574749,"about_ca_system_score_codex":0.00010220592,"about_ca_system_score_gemma":0.000022094195,"threshold_uncertainty_score":0.93336797},"labels":[],"label_agreement":null},{"id":"W642909391","doi":"","title":"Large-Scale Use of HPC for Bridges at Toronto Airport","year":2005,"lang":"en","type":"article","venue":"HPC Bridge Views","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Deck; Christian ministry; Bridge (graph theory); Civil engineering; Transport engineering; Engineering; Redevelopment; International airport; Forensic engineering; Structural engineering","score_opus":0.05158768257150693,"score_gpt":0.27896060631050135,"score_spread":0.22737292373899443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W642909391","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9385854,0.0012425582,0.050797887,0.0000842552,0.00085743953,0.0012597119,0.0005815465,0.00032517538,0.0062660277],"genre_scores_gemma":[0.9851305,0.00059029355,0.0077220676,0.00043286444,0.0006811808,0.00020998892,0.00029179812,0.00011944838,0.0048218905],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99852586,0.000019986239,0.00066206185,0.00020913116,0.0001704994,0.0004124883],"domain_scores_gemma":[0.9992198,0.000049840903,0.00013281769,0.0004041235,0.00012986094,0.00006357985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003629155,0.00023866261,0.0004562418,0.000048592767,0.000053790518,0.000031493844,0.00016304648,0.00009189032,0.0007398774],"category_scores_gemma":[0.00004847321,0.00023575731,0.00013601776,0.00008083084,0.000029868792,0.00047577696,0.00007752509,0.0000449077,0.00011746256],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016135607,0.00006678604,0.002335433,0.0013029574,0.0002765429,0.0000047847716,0.0027718882,0.0055157235,0.49067172,0.00315351,0.47535586,0.018383414],"study_design_scores_gemma":[0.00050529424,0.000050261322,0.0031403827,0.000043991433,0.000021873142,0.0000040115387,0.000018979454,0.009400289,0.19290265,0.0000022791064,0.7936659,0.00024407348],"about_ca_topic_score_codex":0.00006299277,"about_ca_topic_score_gemma":0.00041356863,"teacher_disagreement_score":0.31831002,"about_ca_system_score_codex":0.00028451474,"about_ca_system_score_gemma":0.000014884875,"threshold_uncertainty_score":0.9613904},"labels":[],"label_agreement":null},{"id":"W643813351","doi":"","title":"Ontario’s HPC Performance Specification","year":2005,"lang":"en","type":"article","venue":"HPC Bridge Views","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Christian ministry; Quality assurance; Payment; Work (physics); Engineering; Acceptance testing; Flexibility (engineering); Product (mathematics); Civil engineering; Construction engineering; Operations management; Computer science; Mechanical engineering; Software engineering","score_opus":0.02547147474199049,"score_gpt":0.21793857522588747,"score_spread":0.19246710048389698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W643813351","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9242812,0.00045536377,0.0051520616,0.000083752675,0.0013008809,0.00017164707,0.0000025145755,0.00023600718,0.06831659],"genre_scores_gemma":[0.99332637,0.00027961936,0.0027415254,0.00008737141,0.0011513074,0.000021378013,0.000010214343,0.000024552992,0.002357677],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99928963,0.000005290323,0.00021225226,0.00013511094,0.00010203769,0.00025567913],"domain_scores_gemma":[0.9996354,0.0000051445963,0.000026889436,0.00025780237,0.000024202744,0.000050562838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008914975,0.00013501912,0.00013301284,0.000050894483,0.000054477354,0.000027775053,0.00012651569,0.000051166124,0.00024815966],"category_scores_gemma":[0.0000036395636,0.00012645454,0.000047064786,0.00008514238,0.000013837266,0.0002186355,0.000014241972,0.00018519328,0.00073265465],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013239203,0.000022199929,0.011500293,0.000103891085,0.000031703345,0.0000048408856,0.004028191,0.019338576,0.013397125,0.00034819735,0.07219871,0.879013],"study_design_scores_gemma":[0.00012608511,0.000011746778,0.12414115,0.000029071334,0.0000057418806,0.000012116983,0.000010082711,0.0036324458,0.010990672,0.000008480851,0.8608715,0.00016093599],"about_ca_topic_score_codex":0.00011876136,"about_ca_topic_score_gemma":0.0015604754,"teacher_disagreement_score":0.87885207,"about_ca_system_score_codex":0.00026187877,"about_ca_system_score_gemma":0.00001541674,"threshold_uncertainty_score":0.9417038},"labels":[],"label_agreement":null}]}