[{"run_id":"20260906T231458-5fdd2fff","observed_at":"2026-09-06 23:14:58.172943+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-5291a20b802b9bbbe22b24cb","output_id":"4bac4833774641f26e85a5d1124a654351b24eea7273f63072a3a6cb79481773","section":"requirements","status":"invalid","value_json":null,"candidate_json":"{\"nodes\":[{\"children\":[\"n0\",\"n1\",\"n2\"],\"condition\":null,\"course\":null,\"evidence\":\"CIV ENGR/G L E 330, graduate/professional standing, or member of Engineering Guest Students\",\"id\":\"n0\",\"kind\":\"any\"},{\"children\":[],\"condition\":null,\"course\":{\"course_number\":330,\"minimum_grade\":null,\"subjects\":[\"CIVENGR\",\"GLE\"],\"timing\":\"prior\"},\"evidence\":\"CIV ENGR/G L E 330\",\"id\":\"n1\",\"kind\":\"course\"},{\"children\":[],\"condition\":\"graduate/professional standing\",\"course\":null,\"evidence\":\"graduate/professional standing\",\"id\":\"n2\",\"kind\":\"condition\"},{\"children\":[],\"condition\":\"member of Engineering Guest Students\",\"course\":null,\"evidence\":\"member of Engineering Guest Students\",\"id\":\"n3\",\"kind\":\"condition\"}],\"notes\":[],\"root\":\"n0\",\"status\":\"parsed\"}","error":"Node n0 references itself; remove the self-reference.\nCycle reaches node n0; requirement graphs must be trees.\nUnreachable nodes: n3; connect all conditions and exclusions to the root.","model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":false},{"run_id":"20260906T231458-5fdd2fff","observed_at":"2026-09-06 23:14:58.172943+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-5291a20b802b9bbbe22b24cb","output_id":"4bac4833774641f26e85a5d1124a654351b24eea7273f63072a3a6cb79481773","section":"search_profile","status":"valid","value_json":"{\"assumed_background\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 330\",\"field\":\"description\",\"quote\":\"Basic principles of soil mechanics and fundamentals of application in engineering practice; soil composition and texture; classification; permeability and seepage; consolidation; settlement; shear strength; lateral earth pressures and retaining structures, shallow and deep foundations, slope stability\"}],\"text\":\"Foundations in soil mechanics, including permeability, seepage, and slope stability principles.\"}],\"search_phrases\":[\"seepage effects groundwater flow\",\"slope stability analysis\",\"earth dam design embankment\",\"flow net wells filters\",\"total effective stress slope analysis\"],\"skills_taught\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Design and construction of earth dams and embankments\"}],\"text\":\"Design and construction of earth dams and embankments.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"total and effective stress methods of slope analysis\"}],\"text\":\"Application of total and effective stress methods for slope analysis.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"selection of pertinent soil parameters\"}],\"text\":\"Selection of pertinent soil parameters for engineering analysis.\"}],\"summary\":{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"title\",\"quote\":\"SEEPAGE AND SLOPES\"},{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Practical aspects of seepage effects and ground water flow. Stability of natural and man-made slopes under various loading conditions.\"}],\"text\":\"CIVENGR/GLE 530: SEEPAGE AND SLOPES covers practical seepage, groundwater flow, and slope stability design for earth dams and embankments.\"},\"topics\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Practical aspects of seepage effects and ground water flow\"}],\"text\":\"Seepage effects and groundwater flow.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Stability of natural and man-made slopes under various loading conditions\"}],\"text\":\"Stability of natural and man-made slopes under various loading conditions.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Flow net and its use; wells; filters\"}],\"text\":\"Flow nets, wells, and filters.\"}]}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":false},{"run_id":"20260906T231458-5fdd2fff","observed_at":"2026-09-06 23:14:58.172943+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-5291a20b802b9bbbe22b24cb","output_id":"4bac4833774641f26e85a5d1124a654351b24eea7273f63072a3a6cb79481773","section":"student_experience","status":"insufficient_evidence","value_json":"{\"status\":\"insufficient_evidence\",\"themes\":[]}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":false},{"run_id":"20260907T155543-ce3781c4","observed_at":"2026-09-07 15:55:43.033547+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-5590a4969e0a630fe46a86e8","output_id":"437fcde60af48fc5eccf8a541f515c793f8278a5693d3f241baf5197fbf4e336","section":"requirements","status":"valid","value_json":"{\"nodes\":[{\"children\":[\"n1\",\"n2\",\"n3\"],\"condition\":null,\"course\":null,\"evidence\":\"CIV ENGR/G L E 330, graduate/professional standing, or member of Engineering Guest Students\",\"id\":\"n0\",\"kind\":\"any\"},{\"children\":[],\"condition\":null,\"course\":{\"course_number\":330,\"minimum_grade\":null,\"subjects\":[\"CIVENGR\",\"GLE\"],\"timing\":\"prior\"},\"evidence\":\"CIV ENGR/G L E 330\",\"id\":\"n1\",\"kind\":\"course\"},{\"children\":[],\"condition\":\"graduate/professional standing\",\"course\":null,\"evidence\":\"graduate/professional standing\",\"id\":\"n2\",\"kind\":\"condition\"},{\"children\":[],\"condition\":\"member of Engineering Guest Students\",\"course\":null,\"evidence\":\"member of Engineering Guest Students\",\"id\":\"n3\",\"kind\":\"condition\"}],\"notes\":[],\"root\":\"n0\",\"status\":\"parsed\"}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":true},{"run_id":"20260907T155543-ce3781c4","observed_at":"2026-09-07 15:55:43.033547+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-5590a4969e0a630fe46a86e8","output_id":"437fcde60af48fc5eccf8a541f515c793f8278a5693d3f241baf5197fbf4e336","section":"search_profile","status":"valid","value_json":"{\"assumed_background\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 330\",\"field\":\"description\",\"quote\":\"Basic principles of soil mechanics and fundamentals of application in engineering practice; soil composition and texture; classification; permeability and seepage; consolidation; settlement; shear strength; lateral earth pressures and retaining structures, shallow and deep foundations, slope stability\"}],\"text\":\"Foundations in soil mechanics, including permeability, seepage, and slope stability principles.\"}],\"search_phrases\":[\"seepage effects groundwater flow\",\"slope stability analysis\",\"earth dam design embankment\",\"flow net wells filters\",\"total effective stress slope analysis\"],\"skills_taught\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Design and construction of earth dams and embankments\"}],\"text\":\"Design and construction of earth dams and embankments.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"total and effective stress methods of slope analysis\"}],\"text\":\"Application of total and effective stress methods for slope analysis.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"selection of pertinent soil parameters\"}],\"text\":\"Selection of pertinent soil parameters for engineering analysis.\"}],\"summary\":{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"title\",\"quote\":\"SEEPAGE AND SLOPES\"},{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Practical aspects of seepage effects and ground water flow. Stability of natural and man-made slopes under various loading conditions.\"}],\"text\":\"CIVENGR/GLE 530: SEEPAGE AND SLOPES covers practical seepage, groundwater flow, and slope stability design for earth dams and embankments.\"},\"topics\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Practical aspects of seepage effects and ground water flow\"}],\"text\":\"Seepage effects and groundwater flow.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Stability of natural and man-made slopes under various loading conditions\"}],\"text\":\"Stability of natural and man-made slopes under various loading conditions.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Flow net and its use; wells; filters\"}],\"text\":\"Flow nets, wells, and filters.\"}]}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":true},{"run_id":"20260907T155543-ce3781c4","observed_at":"2026-09-07 15:55:43.033547+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-5590a4969e0a630fe46a86e8","output_id":"437fcde60af48fc5eccf8a541f515c793f8278a5693d3f241baf5197fbf4e336","section":"student_experience","status":"insufficient_evidence","value_json":"{\"status\":\"insufficient_evidence\",\"themes\":[]}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":true},{"run_id":"20260906T231458-5fdd2fff","observed_at":"2026-09-06 23:14:58.172943+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-789789da373eecc1ff75f626","output_id":"346d97a2533c8ef8e30ae0e805760cc105643feea330f0778166a70aeed9cf05","section":"requirements","status":"valid","value_json":"{\"nodes\":[{\"children\":[\"n1\",\"n2\",\"n3\"],\"condition\":null,\"course\":null,\"evidence\":\"CIV ENGR/G L E 330, graduate/professional standing, or member of Engineering Guest Students\",\"id\":\"n0\",\"kind\":\"any\"},{\"children\":[],\"condition\":null,\"course\":{\"course_number\":330,\"minimum_grade\":null,\"subjects\":[\"CIVENGR\",\"GLE\"],\"timing\":\"prior\"},\"evidence\":\"CIV ENGR/G L E 330\",\"id\":\"n1\",\"kind\":\"course\"},{\"children\":[],\"condition\":\"graduate/professional standing\",\"course\":null,\"evidence\":\"graduate/professional standing\",\"id\":\"n2\",\"kind\":\"condition\"},{\"children\":[],\"condition\":\"member of Engineering Guest Students\",\"course\":null,\"evidence\":\"member of Engineering Guest Students\",\"id\":\"n3\",\"kind\":\"condition\"}],\"notes\":[],\"root\":\"n0\",\"status\":\"parsed\"}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":false},{"run_id":"20260906T231458-5fdd2fff","observed_at":"2026-09-06 23:14:58.172943+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-789789da373eecc1ff75f626","output_id":"346d97a2533c8ef8e30ae0e805760cc105643feea330f0778166a70aeed9cf05","section":"search_profile","status":"valid","value_json":"{\"assumed_background\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 330\",\"field\":\"description\",\"quote\":\"Basic principles of soil mechanics and fundamentals of application in engineering practice; soil composition and texture; classification; permeability and seepage; consolidation; settlement; shear strength; lateral earth pressures and retaining structures, shallow and deep foundations, slope stability\"}],\"text\":\"Foundations in soil mechanics, including permeability, seepage, and slope stability principles.\"}],\"search_phrases\":[\"seepage effects groundwater flow\",\"slope stability analysis\",\"earth dam design embankment\",\"flow net wells filters\",\"total effective stress slope analysis\"],\"skills_taught\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Design and construction of earth dams and embankments\"}],\"text\":\"Design and construction of earth dams and embankments.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"total and effective stress methods of slope analysis\"}],\"text\":\"Application of total and effective stress methods for slope analysis.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"selection of pertinent soil parameters\"}],\"text\":\"Selection of pertinent soil parameters for engineering analysis.\"}],\"summary\":{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"title\",\"quote\":\"SEEPAGE AND SLOPES\"},{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Practical aspects of seepage effects and ground water flow. Stability of natural and man-made slopes under various loading conditions.\"}],\"text\":\"CIVENGR/GLE 530: SEEPAGE AND SLOPES covers practical seepage, groundwater flow, and slope stability design for earth dams and embankments.\"},\"topics\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Practical aspects of seepage effects and ground water flow\"}],\"text\":\"Seepage effects and groundwater flow.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Stability of natural and man-made slopes under various loading conditions\"}],\"text\":\"Stability of natural and man-made slopes under various loading conditions.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Flow net and its use; wells; filters\"}],\"text\":\"Flow nets, wells, and filters.\"}]}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":false},{"run_id":"20260906T231458-5fdd2fff","observed_at":"2026-09-06 23:14:58.172943+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-789789da373eecc1ff75f626","output_id":"346d97a2533c8ef8e30ae0e805760cc105643feea330f0778166a70aeed9cf05","section":"student_experience","status":"insufficient_evidence","value_json":"{\"status\":\"insufficient_evidence\",\"themes\":[]}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":false},{"run_id":"20260907T155543-ce3781c4","observed_at":"2026-09-07 15:55:43.033547+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-8b774950c2b6adfdc46d1b82","output_id":"171940055a70faf2152cdff24c490a078fc015319f95c53ab96c4ffed4175352","section":"requirements","status":"valid","value_json":"{\"nodes\":[{\"children\":[\"n1\",\"n2\",\"n3\"],\"condition\":null,\"course\":null,\"evidence\":\"CIV ENGR/G L E 330, graduate/professional standing, or member of Engineering Guest Students\",\"id\":\"n0\",\"kind\":\"any\"},{\"children\":[],\"condition\":null,\"course\":{\"course_number\":330,\"minimum_grade\":null,\"subjects\":[\"CIVENGR\",\"GLE\"],\"timing\":\"prior\"},\"evidence\":\"CIV ENGR/G L E 330\",\"id\":\"n1\",\"kind\":\"course\"},{\"children\":[],\"condition\":\"graduate/professional standing\",\"course\":null,\"evidence\":\"graduate/professional standing\",\"id\":\"n2\",\"kind\":\"condition\"},{\"children\":[],\"condition\":\"member of Engineering Guest Students\",\"course\":null,\"evidence\":\"member of Engineering Guest Students\",\"id\":\"n3\",\"kind\":\"condition\"}],\"notes\":[],\"root\":\"n0\",\"status\":\"parsed\"}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":true},{"run_id":"20260907T155543-ce3781c4","observed_at":"2026-09-07 15:55:43.033547+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-8b774950c2b6adfdc46d1b82","output_id":"171940055a70faf2152cdff24c490a078fc015319f95c53ab96c4ffed4175352","section":"search_profile","status":"valid","value_json":"{\"assumed_background\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 330\",\"field\":\"description\",\"quote\":\"Basic principles of soil mechanics and fundamentals of application in engineering practice; soil composition and texture; classification; permeability and seepage; consolidation; settlement; shear strength; lateral earth pressures and retaining structures, shallow and deep foundations, slope stability\"}],\"text\":\"Foundations in soil mechanics, including permeability, seepage, and slope stability principles.\"}],\"search_phrases\":[\"seepage effects groundwater flow\",\"slope stability analysis\",\"earth dam design embankment\",\"flow net wells filters\",\"total effective stress slope analysis\"],\"skills_taught\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Design and construction of earth dams and embankments\"}],\"text\":\"Design and construction of earth dams and embankments.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"total and effective stress methods of slope analysis\"}],\"text\":\"Application of total and effective stress methods for slope analysis.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"selection of pertinent soil parameters\"}],\"text\":\"Selection of pertinent soil parameters for engineering analysis.\"}],\"summary\":{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"title\",\"quote\":\"SEEPAGE AND SLOPES\"},{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Practical aspects of seepage effects and ground water flow. Stability of natural and man-made slopes under various loading conditions.\"}],\"text\":\"CIVENGR/GLE 530: SEEPAGE AND SLOPES covers practical seepage, groundwater flow, and slope stability design for earth dams and embankments.\"},\"topics\":[{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Practical aspects of seepage effects and ground water flow\"}],\"text\":\"Seepage effects and groundwater flow.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Stability of natural and man-made slopes under various loading conditions\"}],\"text\":\"Stability of natural and man-made slopes under various loading conditions.\"},{\"evidence\":[{\"course_id\":\"CIVENGR/GLE 530\",\"field\":\"description\",\"quote\":\"Flow net and its use; wells; filters\"}],\"text\":\"Flow nets, wells, and filters.\"}]}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":true},{"run_id":"20260907T155543-ce3781c4","observed_at":"2026-09-07 15:55:43.033547+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-8b774950c2b6adfdc46d1b82","output_id":"171940055a70faf2152cdff24c490a078fc015319f95c53ab96c4ffed4175352","section":"student_experience","status":"insufficient_evidence","value_json":"{\"status\":\"insufficient_evidence\",\"themes\":[]}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":true},{"run_id":"20260907T155543-ce3781c4","observed_at":"2026-09-07 15:55:43.033547+00:00","course_uid":"course_25239e1cd5c8e4c63e33e3e1","course_id":"CIVENGR/GLE 530","catalog_version_id":"e662bed4a94e33d8d3622864c62a36d9b7f7af8d7a716a7f873528f60df4df35","record_version_id":"711aa7eb774f00d9a748498264e1f7bb5ed9837b024f1dbf773de2b01f037979","job_id":"enrich-8b774950c2b6adfdc46d1b82","output_id":"171940055a70faf2152cdff24c490a078fc015319f95c53ab96c4ffed4175352","section":"student_summary","status":"valid","value_json":"{\"context_hash\":\"23743ac4f5194fdf5096ca874f5c8fa81182ff52c65bb972c4cf8894c7703619\",\"course_id\":\"CIVENGR/GLE 530\",\"current_instructors\":[],\"difficulty_workload\":[],\"errors\":[],\"historical_context\":[],\"message\":\"No course-specific reviews available\",\"offered\":false,\"profile_hash\":\"5cb4dabf887cdbcd8c00d5a1312e10828b95c63f30bc3ea76aea199565390d02\",\"quick_take\":[{\"citations\":[{\"course_id\":\"CIVENGR/GLE 530\",\"run_id\":\"20260907T155543-ce3781c4\",\"source_record\":{\"entity_id\":\"6eb400ff-7c74-3675-879a-860d419fcb14\",\"file\":\"tables/observations.parquet\",\"kind\":\"grades\",\"source\":\"madgrades\"},\"table\":\"grades_latest\",\"term_id\":\"1222\",\"type\":\"grade\"},{\"course_id\":\"CIVENGR/GLE 530\",\"run_id\":\"20260907T155543-ce3781c4\",\"source_record\":{\"entity_id\":\"6eb400ff-7c74-3675-879a-860d419fcb14\",\"file\":\"tables/observations.parquet\",\"kind\":\"grades\",\"source\":\"madgrades\"},\"table\":\"grades_latest\",\"term_id\":\"1242\",\"type\":\"grade\"},{\"course_id\":\"CIVENGR/GLE 530\",\"run_id\":\"20260907T155543-ce3781c4\",\"source_record\":{\"entity_id\":\"6eb400ff-7c74-3675-879a-860d419fcb14\",\"file\":\"tables/observations.parquet\",\"kind\":\"grades\",\"source\":\"madgrades\"},\"table\":\"grades_latest\",\"term_id\":\"1262\",\"type\":\"grade\"}],\"text\":\"Recent recorded grades — Fall 2021: 3.26 GPA, 50.0% A/AB (n=34 letter grades); Fall 2023: 3.28 GPA, 46.7% A/AB (n=30 letter grades); Fall 2025: 3.40 GPA, 66.7% A/AB (n=15 letter grades).\"}],\"student_experience\":[],\"task_hash\":\"74fb0997943e888960bbc9e47db8c4fd12e4292d55c20509d8d89db6a9910f68\",\"teaching_history\":[],\"term_id\":\"1272\",\"term_name\":\"2026 Fall\",\"version\":2}","candidate_json":null,"error":null,"model":"nvidia/Qwen3.6-35B-A3B-NVFP4","model_revision":"1355db6a052410cfd62085d94b58866fd0f2c3c5","selected_for_release":true}]