{"date":"2026-09-07T22:35:22.643421+00:00","revision":"structural-v6","status":"passed_with_recorded_source_limits","scope":"Current production source, geometry, shared-view and targeted browser verification. Historical survey completeness is explicitly not established.","currentReport":"data/structural-v6-verification.json","testSuites":[{"test":"check_model","command":"node tools/check_model.mjs","exitCode":0,"elapsedSeconds":null,"log":"analysis/structural-expansion-v6/check_model-final.log","rerunAfterCorrection":true,"logSha256":"5c4605e4a1e03a065e9bcc4bd8deb2b8a0ce41c01bf6e3b4ce79b8cf2202e9a3"},{"test":"check_support_integration","command":"node tools/check_support_integration.mjs","exitCode":0,"elapsedSeconds":29.83,"log":"analysis/structural-expansion-v6/check_support_integration-final.log","logSha256":"532f49f328db8e7d4bdb4a0632d0ef9a145541dfff23fb25eb69f8cef5fea7e0"},{"test":"check_additional_interior_floors","command":"node tools/check_additional_interior_floors.mjs","exitCode":0,"elapsedSeconds":null,"log":"analysis/structural-expansion-v6/check_additional_interior_floors-final.log","rerunAfterCorrection":true,"logSha256":"9e37ff230868e7d334f8ed9755b46d0cbd8831b2e918e30fc75659afff31ccaf"},{"test":"check_interior_reconstruction","command":"node tools/check_interior_reconstruction.mjs","exitCode":0,"elapsedSeconds":48.71,"log":"analysis/structural-expansion-v6/check_interior_reconstruction-final.log","logSha256":"1ce97736b356fa3592730126048fb028926c931dc9568c2c94ca15b850ec1699"},{"test":"check_damage_surfaces","command":"node tools/check_damage_surfaces.mjs","exitCode":0,"elapsedSeconds":6.36,"log":"analysis/structural-expansion-v6/check_damage_surfaces-final.log","logSha256":"e37928cc1d93628c82b045b1005f6807f5db266a2ca2d619b7068ef3ffba70b7"},{"test":"check_exterior_supplements","command":"node tools/check_exterior_supplements.mjs","exitCode":0,"elapsedSeconds":13.85,"log":"analysis/structural-expansion-v6/check_exterior_supplements-final.log","logSha256":"704f45743758c0be2c334bb1239ca0e914ccf8e566534d6b99dbfcaafc9d3b4c"},{"test":"check_m27_sections","command":"node tools/check_m27_sections.mjs","exitCode":0,"elapsedSeconds":0.19,"log":"analysis/structural-expansion-v6/check_m27_sections-final.log","logSha256":"309a08d3d1de1a2843c0f2efe62f38884a42a60f8e825b9e77fbe54d9b19dc32"},{"test":"check_nist_panel_amendments","command":"node tools/check_nist_panel_amendments.mjs","exitCode":0,"elapsedSeconds":1.26,"log":"analysis/structural-expansion-v6/check_nist_panel_amendments-final.log","logSha256":"381423ffb0f2673df596113c65cba5515a93c2299b6a78ad79d67cf19cb0d00c"},{"test":"check_nist_gray_preservation","command":"node tools/check_nist_gray_preservation.mjs","exitCode":0,"elapsedSeconds":1.01,"log":"analysis/structural-expansion-v6/check_nist_gray_preservation-final.log","logSha256":"13728522b4a7d17021e86a6ac3b82121310f17fe4bda6ca0bf5380e345f23418"},{"test":"check_bow_picking","command":"node tools/check_bow_picking.mjs","exitCode":0,"elapsedSeconds":0.16,"log":"analysis/structural-expansion-v6/check_bow_picking-final.log","logSha256":"5f22f84ccca1296b4aafd5943e16c819a716e347a06ae633028d4b6b6bfab2be"},{"test":"check_display_clone","command":"node tools/check_display_clone.mjs","exitCode":0,"elapsedSeconds":0.21,"log":"analysis/structural-expansion-v6/check_display_clone-final.log","logSha256":"8db0429ceb7e4c39ede218372eeefd102183fd46baf5ffd70ac455ec7f1fe527"},{"test":"check_view_integration","command":"node tools/check_view_integration.mjs","exitCode":0,"elapsedSeconds":null,"log":"analysis/structural-expansion-v6/check_view_integration-final.log","rerunAfterCorrection":true,"logSha256":"f2b372dda0b1cf70c484d55836af451acb295dffd5e682664c34e36ee56898e6"}],"counts":{"allViewChecks":422,"coreCoverageChecks":72,"coreFloorStateSelections":54,"exteriorChecks":281,"framingChecks":6135},"browser":{"routes":["/?view=impact&render=structural-v6","/tower-floors.html"],"observedStates":["WTC1 impact stack, base case","WTC2F80 plan, severe case","WTC1F97 plan, asbuilt","WTC2 impact tower sequence, base case","Standalone WTC2F79 plan, base case","Standalone both-tower full view, base case"],"consoleErrorsObserved":0,"consoleWarningsObserved":0,"scope":"Screenshots and UI state reviewed through existing in-app browser. Numerical all-view suite separately checks422 transitions/geometries; browser review is targeted rather than exhaustive."},"limits":["Observed exterior schematics and calculated interior impact cases remain distinct; no complete historical 3D survey is claimed.","WTC1 core prototype reuse92\u2013100 and WTC2 partial prototype reuse77\u201385 follow NIST computational policy, not independently verified as-built plans for every floor.","WTC2 core slab/opening topology, exact fabrication members, individual bent core-beam paths, end connections and detailed fracture surfaces remain unresolved.","Core positions and beam traces retain diagram registration uncertainty. Source-symbol readings differ by up to0.55ft; WTC2 plan registration has3.45ft maximum residual.","Core retained paths resolve one projected displacement component. Unmeasured transverse motion is not invented.","WTC2 framing cardinal placement and boundary assignments remain partly unresolved; existing individual-line classifications are preserved within0.5ft source uncertainty.","Exterior thermal gauges apply only to exact listed tower/column/story assignments. One unresolved type and unlisted sections retain fallbacks; recovered panel gauges take precedence.","Windows and aluminum coverings are outside this structural reconstruction pass."]}