{"lab":{"_id":"69ad52a3de79e566650fb7f0","accr_number":"AB 1522","country":"PL","accr_body":"PCA","address":"ODDZIAŁ W ŁODZI, WYDZIAŁ TECHNOLOGII I JAKOŚCI BUDOWY DRÓG, – LABORATORIUM DROGOWE, ul. Irysowa 2, 91-857 Łódź","categories":["construction"],"city":"Łódź","imported_at":"2026-03-08T10:42:43.265Z","methods_count":25,"name":"GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD","parse_status":"parsed","parse_version":2,"pdf_files":["AB_1522.pdf"],"scope_summary":"","search_text":"generalna dyrekcja dróg krajowych i autostrad oddział w łodzi, wydział technologii i jakości budowy dróg, – laboratorium drogowe, ul. irysowa 2, 91-857 łódź other construction water","status":"active","updated_at":"2026-03-08T14:50:40.219Z","valid_from":"","valid_until":"","website":"","parsed_at":"2026-08-13T08:01:16.187Z","email_confidence":"high","email_mx":true,"email_source":"https://bip.pca.gov.pl/wykazy-i-archiwa/akredytacje-aktywne/laboratoria-badawcze/AB%201522,podmiot.html","parse_date":"2026-08-13T08:01:16.187Z","parse_source":"agent-claude-code","fields_of_testing":[{"codes":"J/5","pl":"Badania mechaniczne materiałów i wyrobów budowlanych","en":"Mechanical tests of building products and materials"},{"codes":"N/5","pl":"Badania właściwości fizycznych wyrobów, materiałów i obiektów budowlanych","en":"Tests of physical properties of building products materials and items"},{"codes":"P/5","pl":"Pobieranie próbek materiałów, wyrobów i obiektów budowlanych","en":"Sampling of building products, materials and items"}],"issue":{"no":"14","date":"17.06.2026"},"map_coord":[51.80156,19.463009],"map_geo":"nominatim-street","lab_locations":[{"name":"ODDZIAŁ W ŁODZI","address":"ul. Irysowa 2","city":null,"postal":null},{"name":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","address":null,"city":null,"postal":null}],"scope_format":"PCA::pracownie+siatka4","source_pdf_url":"https://bip.pca.gov.pl/storage/file/e-accreditations/2026/8/13/3b1df4c2bb09ba11a6f57f2e8890cada/AB%201522.pdf","has_en":true,"category_counts":{"other":18,"construction":7,"water":1},"category_scores":{"other":12.46,"construction":1.88,"water":0.04},"has_zh":true,"lab_locations_zh":[{"name":"ODDZIAŁ W ŁODZI","address":"ul. Irysowa 2","city":null,"postal":null},{"name":"道路施工技术与质量处 — 道路实验室","address":null,"city":null,"postal":null}]},"methods":[{"_id":"6a7d79cc0636ba417e41ada0","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Mieszanki mineralno - asfaltowe","methodology":"Zawartość lepiszcza rozpuszczalnego","parameters":[{"name":"Zakres","range":"(2 - 10) %"}],"technique":null,"techniques":[],"computed":[],"activity":"Zawartość lepiszcza rozpuszczalnego\nZakres (2 - 10) %","reference":"PN-EN 12697-1:2020-08 p. B.1.7","norm_bases":["PN-EN 12697-1:2020-08 p. B.1.7"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Mieszanki mineralno - asfaltowe Zawartość lepiszcza rozpuszczalnego\nZakres (2 - 10) % PN-EN 12697-1:2020-08 p. B.1.7 Mieszanki mineralno - asfaltowe Zawartosc lepiszcza rozpuszczalnego\nZakres (2 - 10) % PN-EN 12697-1:2020-08 p. B.1.7","categories":["other"],"row_index":0,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Soluble binder content","parameters_en":[{"name":"Range","range":"(2 - 10) %"}],"search_en":"Bituminous mixtures Soluble binder content Road Construction Technology and Quality Division - Road Laboratory Range PN-EN 12697-1:2020-08 p. B.1.7","test_object_en":"Bituminous mixtures","parameters_zh":[{"name":"范围","range":"(2 - 10) %"}],"search_zh":"沥青混合料 可溶性胶结料含量 道路施工技术与质量处 — 道路实验室 范围 PN-EN 12697-1:2020-08 p. B.1.7","lab_section_zh":"道路施工技术与质量处 — 道路实验室","test_object_zh":"沥青混合料","methodology_zh":"可溶性胶结料含量"},{"_id":"6a7d79cc0636ba417e41ada1","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Mieszanki mineralno - asfaltowe","methodology":"Gęstość w wodzie","parameters":[{"name":"Zakres","range":"(2,300 - 2,850) Mg/m3"}],"technique":"Metoda: A","techniques":["Metoda: A"],"computed":[],"activity":"Gęstość w wodzie\nZakres (2,300 - 2,850) Mg/m3\nMetoda: A","reference":"PN-EN 12697-5:2019-01","norm_bases":["PN-EN 12697-5:2019-01"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Mieszanki mineralno - asfaltowe Gęstość w wodzie\nZakres (2,300 - 2,850) Mg/m3\nMetoda: A PN-EN 12697-5:2019-01 Mieszanki mineralno - asfaltowe Gestosc w wodzie\nZakres (2,300 - 2,850) Mg/m3\nMetoda: A PN-EN 12697-5:2019-01","categories":["other"],"row_index":1,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Density in water","parameters_en":[{"name":"Range","range":"(2,300 - 2,850) Mg/m3"}],"search_en":"Bituminous mixtures Density in water Method: A Road Construction Technology and Quality Division - Road Laboratory Range PN-EN 12697-5:2019-01","technique_en":"Method: A","test_object_en":"Bituminous mixtures","parameters_zh":[{"name":"范围","range":"(2,300 - 2,850) Mg/m3"}],"search_zh":"沥青混合料 水中密度 方法：A 道路施工技术与质量处 — 道路实验室 范围 PN-EN 12697-5:2019-01","lab_section_zh":"道路施工技术与质量处 — 道路实验室","test_object_zh":"沥青混合料","methodology_zh":"水中密度","technique_zh":"方法：A"},{"_id":"6a7d79cc0636ba417e41ada2","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Mieszanki mineralno - asfaltowe","methodology":"Gęstość objętościowa","parameters":[{"name":"Zakres","range":"(2,100 - 2,850) Mg/m3"}],"technique":"Metoda: B, D","techniques":["Metoda: B, D"],"computed":[],"activity":"Gęstość objętościowa\nZakres (2,100 - 2,850) Mg/m3\nMetoda: B, D","reference":"PN-EN 12697-6:2020-07","norm_bases":["PN-EN 12697-6:2020-07"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Mieszanki mineralno - asfaltowe Gęstość objętościowa\nZakres (2,100 - 2,850) Mg/m3\nMetoda: B, D PN-EN 12697-6:2020-07 Mieszanki mineralno - asfaltowe Gestosc objetosciowa\nZakres (2,100 - 2,850) Mg/m3\nMetoda: B, D PN-EN 12697-6:2020-07","categories":["other"],"row_index":2,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Bulk density","parameters_en":[{"name":"Range","range":"(2,100 - 2,850) Mg/m3"}],"search_en":"Bituminous mixtures Bulk density Method: B, D Road Construction Technology and Quality Division - Road Laboratory Range PN-EN 12697-6:2020-07","technique_en":"Method: B, D","test_object_en":"Bituminous mixtures","parameters_zh":[{"name":"范围","range":"(2,100 - 2,850) Mg/m3"}],"search_zh":"沥青混合料 堆积密度 道路施工技术与质量处 — 道路实验室 范围 PN-EN 12697-6:2020-07","lab_section_zh":"道路施工技术与质量处 — 道路实验室","test_object_zh":"沥青混合料","methodology_zh":"堆积密度"},{"_id":"6a7d79cc0636ba417e41ada3","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Mieszanki mineralno - asfaltowe","methodology":"Uziarnienie","parameters":[{"name":"Zakres","range":"(0 - 31,5) mm"}],"technique":null,"techniques":[],"computed":[],"activity":"Uziarnienie\nZakres (0 - 31,5) mm","reference":"PN-EN 12697-2:2025-06 | PN-EN 933-1:2012","norm_bases":["PN-EN 12697-2:2025-06","PN-EN 933-1:2012"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Mieszanki mineralno - asfaltowe Uziarnienie\nZakres (0 - 31,5) mm PN-EN 12697-2:2025-06 | PN-EN 933-1:2012 Mieszanki mineralno - asfaltowe Uziarnienie\nZakres (0 - 31,5) mm PN-EN 12697-2:2025-06 | PN-EN 933-1:2012","categories":["other"],"row_index":3,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Grading","parameters_en":[{"name":"Range","range":"(0 - 31,5) mm"}],"search_en":"Bituminous mixtures Grading Road Construction Technology and Quality Division - Road Laboratory Range PN-EN 12697-2:2025-06 | PN-EN 933-1:2012","test_object_en":"Bituminous mixtures","parameters_zh":[{"name":"范围","range":"(0 - 31,5) mm"}],"search_zh":"沥青混合料 级配 道路施工技术与质量处 — 道路实验室 范围 PN-EN 12697-2:2025-06 | PN-EN 933-1:2012","lab_section_zh":"道路施工技术与质量处 — 道路实验室","test_object_zh":"沥青混合料","methodology_zh":"级配"},{"_id":"6a7d79cc0636ba417e41ada4","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Mieszanki mineralno - asfaltowe","methodology":"Pobieranie próbek","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Pobieranie próbek","reference":"PN-EN 12697-27:2017-07 p. 4.1, 4.3, 4.7","norm_bases":["PN-EN 12697-27:2017-07 p. 4.1, 4.3, 4.7"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Mieszanki mineralno - asfaltowe Pobieranie próbek PN-EN 12697-27:2017-07 p. 4.1, 4.3, 4.7 Mieszanki mineralno - asfaltowe Pobieranie probek PN-EN 12697-27:2017-07 p. 4.1, 4.3, 4.7","categories":["other"],"row_index":4,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Sampling","search_en":"Bituminous mixtures Sampling Road Construction Technology and Quality Division - Road Laboratory PN-EN 12697-27:2017-07 p. 4.1, 4.3, 4.7","test_object_en":"Bituminous mixtures","methodology_zh":"样品采集","search_zh":"沥青混合料 样品采集 道路施工技术与质量处 — 道路实验室 PN-EN 12697-27:2017-07 p. 4.1, 4.3, 4.7","lab_section_zh":"道路施工技术与质量处 — 道路实验室","test_object_zh":"沥青混合料"},{"_id":"6a7d79cc0636ba417e41ada5","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Mieszanki mineralno-asfaltowe, Nawierzchnie drogowe","methodology":"Zawartość wolnej przestrzeni (z obliczeń)","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Zawartość wolnej przestrzeni (z obliczeń)","reference":"PN-EN 12697-8:2019-01 p. 4","norm_bases":["PN-EN 12697-8:2019-01 p. 4"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Mieszanki mineralno-asfaltowe, Nawierzchnie drogowe Zawartość wolnej przestrzeni (z obliczeń) PN-EN 12697-8:2019-01 p. 4 Mieszanki mineralno-asfaltowe, Nawierzchnie drogowe Zawartosc wolnej przestrzeni (z obliczen) PN-EN 12697-8:2019-01 p. 4","categories":["other"],"row_index":5,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Air void content (calculated)","search_en":"Bituminous mixtures, Road surfaces Air void content (calculated) Road Construction Technology and Quality Division - Road Laboratory PN-EN 12697-8:2019-01 p. 4","test_object_en":"Bituminous mixtures, Road surfaces","lab_section_zh":"道路施工技术与质量处 — 道路实验室","search_zh":"空隙率（计算值） 道路施工技术与质量处 — 道路实验室 PN-EN 12697-8:2019-01 p. 4","methodology_zh":"空隙率（计算值）"},{"_id":"6a7d79cc0636ba417e41ada6","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Nawierzchnie drogowe","methodology":"Grubość","parameters":[{"name":"Zakres","range":"do 500 mm"}],"technique":null,"techniques":[],"computed":[],"activity":"Grubość\nZakres do 500 mm","reference":"PN-EN 12697-36:2022-09 p. 6.1","norm_bases":["PN-EN 12697-36:2022-09 p. 6.1"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Nawierzchnie drogowe Grubość\nZakres do 500 mm PN-EN 12697-36:2022-09 p. 6.1 Nawierzchnie drogowe Grubosc\nZakres do 500 mm PN-EN 12697-36:2022-09 p. 6.1","categories":["other"],"row_index":6,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Thickness","parameters_en":[{"name":"Range","range":"do 500 mm"}],"search_en":"Road pavements Thickness Road Construction Technology and Quality Division - Road Laboratory Range PN-EN 12697-36:2022-09 p. 6.1","test_object_en":"Road pavements","parameters_zh":[{"name":"范围","range":"do 500 mm"}],"search_zh":"路面 厚度 道路施工技术与质量处 — 道路实验室 范围 PN-EN 12697-36:2022-09 p. 6.1","test_object_zh":"路面","lab_section_zh":"道路施工技术与质量处 — 道路实验室","methodology_zh":"厚度"},{"_id":"6a7d79cc0636ba417e41ada7","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Nawierzchnie drogowe","methodology":"Wskaźnik zagęszczenia (z obliczeń)","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Wskaźnik zagęszczenia (z obliczeń)","reference":"PN-EN 13108-20:2016-07 p. C4","norm_bases":["PN-EN 13108-20:2016-07 p. C4"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Nawierzchnie drogowe Wskaźnik zagęszczenia (z obliczeń) PN-EN 13108-20:2016-07 p. C4 Nawierzchnie drogowe Wskaznik zageszczenia (z obliczen) PN-EN 13108-20:2016-07 p. C4","categories":["other"],"row_index":7,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Degree of compaction index (calculated)","search_en":"Road pavements Degree of compaction index (calculated) Road Construction Technology and Quality Division - Road Laboratory PN-EN 13108-20:2016-07 p. C4","test_object_en":"Road pavements","search_zh":"路面 压实指数（由计算得出） 道路施工技术与质量处 — 道路实验室 PN-EN 13108-20:2016-07 p. C4","test_object_zh":"路面","lab_section_zh":"道路施工技术与质量处 — 道路实验室","methodology_zh":"压实指数（由计算得出）"},{"_id":"6a7d79cc0636ba417e41ada8","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Nawierzchnie drogowe","methodology":"Współczynnik tarcia","parameters":[{"name":"Zakres","range":"(0,1 - 0,9)"}],"technique":"Metoda: pomiar punktowy urządzeniem SRT-3","techniques":["Metoda: pomiar punktowy urządzeniem SRT-3"],"computed":[],"activity":"Współczynnik tarcia\nZakres (0,1 - 0,9)\nMetoda: pomiar punktowy urządzeniem SRT-3","reference":"Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz. U. 2019 r. poz. 1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 r. p. 4.1","norm_bases":["Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz. U. 2019 r. poz. 1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 r. p. 4.1"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Nawierzchnie drogowe Współczynnik tarcia\nZakres (0,1 - 0,9)\nMetoda: pomiar punktowy urządzeniem SRT-3 Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz. U. 2019 r. poz. 1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 r. p. 4.1 Nawierzchnie drogowe Wspolczynnik tarcia\nZakres (0,1 - 0,9)\nMetoda: pomiar punktowy urzadzeniem SRT-3 Rozporzadzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz. U. 2019 r. poz. 1643) WR-D-64 Wytyczne okreslania cech powierzchniowych nawierzchni jezdni i innych czesci drog, wersja 01 z dnia 18.07.2022 r. p. 4.1","categories":["other"],"row_index":8,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Friction coefficient","parameters_en":[{"name":"Range","range":"(0,1 - 0,9)"}],"search_en":"Road pavements Friction coefficient Method: spot measurement with an SRT-3 device Road Construction Technology and Quality Division - Road Laboratory Range Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz. U. 2019 r. poz. 1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 r. p. 4.1","technique_en":"Method: spot measurement with an SRT-3 device","test_object_en":"Road pavements","parameters_zh":[{"name":"范围","range":"(0,1 - 0,9)"}],"search_zh":"路面 摩擦系数 道路施工技术与质量处 — 道路实验室 范围 Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz. U. 2019 r. poz. 1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 r. p. 4.1","test_object_zh":"路面","lab_section_zh":"道路施工技术与质量处 — 道路实验室","methodology_zh":"摩擦系数"},{"_id":"6a7d79cc0636ba417e41ada9","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Nawierzchnie drogowe","methodology":"Profile podłużne (nierówności)","parameters":[{"name":"Zakres","range":"(0 - 20) cm"},{"name":"Międzynarodowy Wskaźnik Równości Podłużnej IRI (z obliczeń)"}],"technique":"Metoda profilometryczna urządzenie typu inercyjnego – profilograf laserowy","techniques":["Metoda profilometryczna urządzenie typu inercyjnego – profilograf laserowy"],"computed":[],"activity":"Profile podłużne (nierówności)\nZakres:\nZakres (0 - 20) cm\nMiędzynarodowy Wskaźnik Równości Podłużnej IRI (z obliczeń)\nMetoda profilometryczna urządzenie typu inercyjnego – profilograf laserowy","reference":"PN-EN 13036-6:2008 Obwieszczenie Ministra Infrastruktury i Budownictwa z dnia 23.12.2015 r. (Dz.U z 2016 poz. 124) | ASTM E 1926-08 | Rozporządzenie Ministra Infrastruktury z dnia 16.01.2002 r. (Dz.U. nr 12 poz. 116 z 2002 r.) | ASTM E 1926-08","norm_bases":["PN-EN 13036-6:2008 Obwieszczenie Ministra Infrastruktury i Budownictwa z dnia 23.12.2015 r. (Dz.U z 2016 poz. 124)","ASTM E 1926-08","Rozporządzenie Ministra Infrastruktury z dnia 16.01.2002 r. (Dz.U. nr 12 poz. 116 z 2002 r.)","ASTM E 1926-08"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Nawierzchnie drogowe Profile podłużne (nierówności)\nZakres:\nZakres (0 - 20) cm\nMiędzynarodowy Wskaźnik Równości Podłużnej IRI (z obliczeń)\nMetoda profilometryczna urządzenie typu inercyjnego – profilograf laserowy PN-EN 13036-6:2008 Obwieszczenie Ministra Infrastruktury i Budownictwa z dnia 23.12.2015 r. (Dz.U z 2016 poz. 124) | ASTM E 1926-08 | Rozporządzenie Ministra Infrastruktury z dnia 16.01.2002 r. (Dz.U. nr 12 poz. 116 z 2002 r.) | ASTM E 1926-08 Nawierzchnie drogowe Profile podluzne (nierownosci)\nZakres:\nZakres (0 - 20) cm\nMiedzynarodowy Wskaznik Rownosci Podluznej IRI (z obliczen)\nMetoda profilometryczna urzadzenie typu inercyjnego – profilograf laserowy PN-EN 13036-6:2008 Obwieszczenie Ministra Infrastruktury i Budownictwa z dnia 23.12.2015 r. (Dz.U z 2016 poz. 124) | ASTM E 1926-08 | Rozporzadzenie Ministra Infrastruktury z dnia 16.01.2002 r. (Dz.U. nr 12 poz. 116 z 2002 r.) | ASTM E 1926-08","categories":["other"],"row_index":9,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Longitudinal profiles (evenness)","parameters_en":[{"name":"Range","range":"(0 - 20) cm"},{"name":"International Roughness Index IRI (calculated)"}],"search_en":"Road pavements Longitudinal profiles (evenness) Profilometric method inertial-type device – laser profilograph Road Construction Technology and Quality Division - Road Laboratory Range International Roughness Index IRI (calculated) PN-EN 13036-6:2008 Obwieszczenie Ministra Infrastruktury i Budownictwa z dnia 23.12.2015 r. (Dz.U z 2016 poz. 124) | ASTM E 1926-08 | Rozporządzenie Ministra Infrastruktury z dnia 16.01.2002 r. (Dz.U. nr 12 poz. 116 z 2002 r.) | ASTM E 1926-08","technique_en":"Profilometric method inertial-type device – laser profilograph","test_object_en":"Road pavements","parameters_zh":[{"name":"范围","range":"(0 - 20) cm"},{"name":"国际平整度指数 IRI（由计算得出）"}],"search_zh":"路面 纵断面（平整度） 道路施工技术与质量处 — 道路实验室 范围 国际平整度指数 IRI（由计算得出） PN-EN 13036-6:2008 Obwieszczenie Ministra Infrastruktury i Budownictwa z dnia 23.12.2015 r. (Dz.U z 2016 poz. 124) | ASTM E 1926-08 | Rozporządzenie Ministra Infrastruktury z dnia 16.01.2002 r. (Dz.U. nr 12 poz. 116 z 2002 r.) | ASTM E 1926-08","test_object_zh":"路面","lab_section_zh":"道路施工技术与质量处 — 道路实验室","methodology_zh":"纵断面（平整度）"},{"_id":"6a7d79cc0636ba417e41adaa","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Nawierzchnie drogowe","methodology":"Pobieranie próbek","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Pobieranie próbek","reference":"PN-EN 12697-27:2017-07 p. 4.7","norm_bases":["PN-EN 12697-27:2017-07 p. 4.7"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Nawierzchnie drogowe Pobieranie próbek PN-EN 12697-27:2017-07 p. 4.7 Nawierzchnie drogowe Pobieranie probek PN-EN 12697-27:2017-07 p. 4.7","categories":["other"],"row_index":10,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Sampling","search_en":"Road pavements Sampling Road Construction Technology and Quality Division - Road Laboratory PN-EN 12697-27:2017-07 p. 4.7","test_object_en":"Road pavements","methodology_zh":"样品采集","search_zh":"路面 样品采集 道路施工技术与质量处 — 道路实验室 PN-EN 12697-27:2017-07 p. 4.7","test_object_zh":"路面","lab_section_zh":"道路施工技术与质量处 — 道路实验室"},{"_id":"6a7d79cc0636ba417e41adab","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Beton","methodology":"Wytrzymałość na ściskanie","parameters":[{"name":"Zakres siły","range":"(100 - 3000) kN"}],"technique":null,"techniques":[],"computed":[],"activity":"Wytrzymałość na ściskanie\nZakres siły (100 - 3000) kN","reference":"PN-EN 12390-3:2019-07","norm_bases":["PN-EN 12390-3:2019-07"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Beton Wytrzymałość na ściskanie\nZakres siły (100 - 3000) kN PN-EN 12390-3:2019-07 Beton Wytrzymalosc na sciskanie\nZakres sily (100 - 3000) kN PN-EN 12390-3:2019-07","categories":["construction"],"row_index":11,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Compressive strength","parameters_en":[{"name":"Force range","range":"(100 - 3000) kN"}],"search_en":"Concrete Compressive strength Road Construction Technology and Quality Division - Road Laboratory Force range PN-EN 12390-3:2019-07","test_object_en":"Concrete","methodology_zh":"抗压强度","parameters_zh":[{"name":"力值范围","range":"(100 - 3000) kN"}],"search_zh":"混凝土 抗压强度 道路施工技术与质量处 — 道路实验室 力值范围 PN-EN 12390-3:2019-07","test_object_zh":"混凝土","lab_section_zh":"道路施工技术与质量处 — 道路实验室"},{"_id":"6a7d79cc0636ba417e41adac","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Beton","methodology":"Wytrzymałość na zginanie","parameters":[{"name":"Zakres siły","range":"(10 - 150) kN"}],"technique":null,"techniques":[],"computed":[],"activity":"Wytrzymałość na zginanie\nZakres siły (10 - 150) kN","reference":"PN-EN 12390-5:2019-08","norm_bases":["PN-EN 12390-5:2019-08"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Beton Wytrzymałość na zginanie\nZakres siły (10 - 150) kN PN-EN 12390-5:2019-08 Beton Wytrzymalosc na zginanie\nZakres sily (10 - 150) kN PN-EN 12390-5:2019-08","categories":["construction"],"row_index":12,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Flexural strength","parameters_en":[{"name":"Force range","range":"(10 - 150) kN"}],"search_en":"Concrete Flexural strength Road Construction Technology and Quality Division - Road Laboratory Force range PN-EN 12390-5:2019-08","test_object_en":"Concrete","parameters_zh":[{"name":"力值范围","range":"(10 - 150) kN"}],"search_zh":"混凝土 抗弯强度 道路施工技术与质量处 — 道路实验室 力值范围 PN-EN 12390-5:2019-08","test_object_zh":"混凝土","lab_section_zh":"道路施工技术与质量处 — 道路实验室","methodology_zh":"抗弯强度"},{"_id":"6a7d79cc0636ba417e41adad","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Beton","methodology":"Wytrzymałość na rozciąganie przy rozłupywaniu","parameters":[{"name":"Zakres","range":"(100 - 1500) kN"}],"technique":null,"techniques":[],"computed":[],"activity":"Wytrzymałość na rozciąganie przy rozłupywaniu\nZakres (100 - 1500) kN","reference":"PN-EN 12390-6:2024-04","norm_bases":["PN-EN 12390-6:2024-04"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Beton Wytrzymałość na rozciąganie przy rozłupywaniu\nZakres (100 - 1500) kN PN-EN 12390-6:2024-04 Beton Wytrzymalosc na rozciaganie przy rozlupywaniu\nZakres (100 - 1500) kN PN-EN 12390-6:2024-04","categories":["construction"],"row_index":13,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Splitting tensile strength","parameters_en":[{"name":"Range","range":"(100 - 1500) kN"}],"search_en":"Concrete Splitting tensile strength Road Construction Technology and Quality Division - Road Laboratory Range PN-EN 12390-6:2024-04","test_object_en":"Concrete","methodology_zh":"劈裂抗拉强度","parameters_zh":[{"name":"范围","range":"(100 - 1500) kN"}],"search_zh":"混凝土 劈裂抗拉强度 道路施工技术与质量处 — 道路实验室 范围 PN-EN 12390-6:2024-04","test_object_zh":"混凝土","lab_section_zh":"道路施工技术与质量处 — 道路实验室"},{"_id":"6a7d79cc0636ba417e41adae","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Beton","methodology":"Nasiąkliwość","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Nasiąkliwość","reference":"PN-88/B-06250","norm_bases":["PN-88/B-06250"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Beton Nasiąkliwość PN-88/B-06250 Beton Nasiakliwosc PN-88/B-06250","categories":["construction"],"row_index":14,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Water absorption","search_en":"Concrete Water absorption Road Construction Technology and Quality Division - Road Laboratory PN-88/B-06250","test_object_en":"Concrete","methodology_zh":"吸水率","search_zh":"混凝土 吸水率 道路施工技术与质量处 — 道路实验室 PN-88/B-06250","test_object_zh":"混凝土","lab_section_zh":"道路施工技术与质量处 — 道路实验室"},{"_id":"6a7d79cc0636ba417e41adaf","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Beton","methodology":"Głębokość penetracji wody pod ciśnieniem","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Głębokość penetracji wody pod ciśnieniem","reference":"PN-EN 12390-8:2019-08","norm_bases":["PN-EN 12390-8:2019-08"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Beton Głębokość penetracji wody pod ciśnieniem PN-EN 12390-8:2019-08 Beton Glebokosc penetracji wody pod cisnieniem PN-EN 12390-8:2019-08","categories":["water","construction"],"row_index":15,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Depth of penetration of water under pressure","search_en":"Concrete Depth of penetration of water under pressure Road Construction Technology and Quality Division - Road Laboratory PN-EN 12390-8:2019-08","test_object_en":"Concrete","methodology_zh":"压力水渗透深度","search_zh":"混凝土 压力水渗透深度 道路施工技术与质量处 — 道路实验室 PN-EN 12390-8:2019-08","test_object_zh":"混凝土","lab_section_zh":"道路施工技术与质量处 — 道路实验室"},{"_id":"6a7d79cc0636ba417e41adb0","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Beton","methodology":"Odporność na działanie mrozu","parameters":[],"technique":"Metoda: zwykła","techniques":["Metoda: zwykła"],"computed":[],"activity":"Odporność na działanie mrozu\nMetoda: zwykła","reference":"PN-88/B-06250 p. 6.5.1 | PN-B-06265:2022-08 Załącznik N","norm_bases":["PN-88/B-06250 p. 6.5.1","PN-B-06265:2022-08 Załącznik N"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Beton Odporność na działanie mrozu\nMetoda: zwykła PN-88/B-06250 p. 6.5.1 | PN-B-06265:2022-08 Załącznik N Beton Odpornosc na dzialanie mrozu\nMetoda: zwykla PN-88/B-06250 p. 6.5.1 | PN-B-06265:2022-08 Zalacznik N","categories":["construction"],"row_index":16,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Resistance to freezing","search_en":"Concrete Resistance to freezing Method: ordinary Road Construction Technology and Quality Division - Road Laboratory PN-88/B-06250 p. 6.5.1 | PN-B-06265:2022-08 Załącznik N","technique_en":"Method: ordinary","test_object_en":"Concrete","methodology_zh":"抗冻性","search_zh":"混凝土 抗冻性 方法：普通 道路施工技术与质量处 — 道路实验室 PN-88/B-06250 p. 6.5.1 | PN-B-06265:2022-08 Załącznik N","technique_zh":"方法：普通","test_object_zh":"混凝土","lab_section_zh":"道路施工技术与质量处 — 道路实验室"},{"_id":"6a7d79cc0636ba417e41adb1","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Mieszanka betonowa","methodology":"Pobieranie próbek","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Pobieranie próbek","reference":"PN-EN 12350-1:2019-07","norm_bases":["PN-EN 12350-1:2019-07"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Mieszanka betonowa Pobieranie próbek PN-EN 12350-1:2019-07 Mieszanka betonowa Pobieranie probek PN-EN 12350-1:2019-07","categories":["construction"],"row_index":17,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Sampling","search_en":"Fresh concrete Sampling Road Construction Technology and Quality Division - Road Laboratory PN-EN 12350-1:2019-07","test_object_en":"Fresh concrete","methodology_zh":"样品采集","search_zh":"混凝土拌合物 样品采集 道路施工技术与质量处 — 道路实验室 PN-EN 12350-1:2019-07","test_object_zh":"混凝土拌合物","lab_section_zh":"道路施工技术与质量处 — 道路实验室"},{"_id":"6a7d79cc0636ba417e41adb2","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Grunty","methodology":"Wilgotność optymalna","parameters":[{"name":"Zakres","range":"(3 - 40) %"},{"name":"Maksymalna gęstość objętościowa szkieletu gruntowego"},{"name":"Zakres","range":"(1,2 - 2,5) g/cm3"}],"technique":"Metoda: Proctora (I)","techniques":["Metoda: Proctora (I)"],"computed":[],"activity":"Wilgotność optymalna\nZakres:\nZakres (3 - 40) %\nMaksymalna gęstość objętościowa szkieletu gruntowego\nZakres (1,2 - 2,5) g/cm3\nMetoda: Proctora (I)","reference":"PN-88/B-04481 p.8","norm_bases":["PN-88/B-04481 p.8"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Wilgotność optymalna\nZakres:\nZakres (3 - 40) %\nMaksymalna gęstość objętościowa szkieletu gruntowego\nZakres (1,2 - 2,5) g/cm3\nMetoda: Proctora (I) PN-88/B-04481 p.8 Grunty Wilgotnosc optymalna\nZakres:\nZakres (3 - 40) %\nMaksymalna gestosc objetosciowa szkieletu gruntowego\nZakres (1,2 - 2,5) g/cm3\nMetoda: Proctora (I) PN-88/B-04481 p.8","categories":["other"],"row_index":18,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Optimum moisture content","parameters_en":[{"name":"Range","range":"(3 - 40) %"},{"name":"Maximum dry density of soil"},{"name":"Range","range":"(1,2 - 2,5) g/cm3"}],"search_en":"Ground Optimum moisture content Method: Proctor (I) Road Construction Technology and Quality Division - Road Laboratory Range Maximum dry density of soil Range PN-88/B-04481 p.8","technique_en":"Method: Proctor (I)","test_object_en":"Ground","parameters_zh":[{"name":"范围","range":"(3 - 40) %"},{"name":"土骨架最大干密度"},{"name":"范围","range":"(1,2 - 2,5) g/cm3"}],"search_zh":"土体 最佳含水率 道路施工技术与质量处 — 道路实验室 范围 土骨架最大干密度 范围 PN-88/B-04481 p.8","test_object_zh":"土体","lab_section_zh":"道路施工技术与质量处 — 道路实验室","methodology_zh":"最佳含水率"},{"_id":"6a7d79cc0636ba417e41adb3","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Grunty","methodology":"Wskaźnik zagęszczenia (ls)","parameters":[],"technique":"Metoda cylindra wciskanego","techniques":["Metoda cylindra wciskanego"],"computed":[],"activity":"Wskaźnik zagęszczenia (ls)\nMetoda cylindra wciskanego","reference":"BN-77/8931-12 p. 4","norm_bases":["BN-77/8931-12 p. 4"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Wskaźnik zagęszczenia (ls)\nMetoda cylindra wciskanego BN-77/8931-12 p. 4 Grunty Wskaznik zageszczenia (ls)\nMetoda cylindra wciskanego BN-77/8931-12 p. 4","categories":["other"],"row_index":19,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Degree of compaction index (ls)","search_en":"Ground Degree of compaction index (ls) Driven cylinder method Road Construction Technology and Quality Division - Road Laboratory BN-77/8931-12 p. 4","technique_en":"Driven cylinder method","test_object_en":"Ground","search_zh":"土体 压实指数（ls） 压入圆筒法 道路施工技术与质量处 — 道路实验室 BN-77/8931-12 p. 4","test_object_zh":"土体","lab_section_zh":"道路施工技术与质量处 — 道路实验室","methodology_zh":"压实指数（ls）","technique_zh":"压入圆筒法"},{"_id":"6a7d79cc0636ba417e41adb4","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Grunty","methodology":"Wskaźnik piaskowy","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Wskaźnik piaskowy","reference":"PN-EN 933-8:2012 Załącznik A","norm_bases":["PN-EN 933-8:2012 Załącznik A"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Wskaźnik piaskowy PN-EN 933-8:2012 Załącznik A Grunty Wskaznik piaskowy PN-EN 933-8:2012 Zalacznik A","categories":["other"],"row_index":20,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Sand equivalent value","search_en":"Ground Sand equivalent value Road Construction Technology and Quality Division - Road Laboratory PN-EN 933-8:2012 Załącznik A","test_object_en":"Ground","search_zh":"土体 砂当量 道路施工技术与质量处 — 道路实验室 PN-EN 933-8:2012 Załącznik A","test_object_zh":"土体","lab_section_zh":"道路施工技术与质量处 — 道路实验室","methodology_zh":"砂当量"},{"_id":"6a7d79cc0636ba417e41adb5","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Podłoże","methodology":"Moduł odkształcenia","parameters":[{"name":"Zakres obciążenia","range":"(0,01 - 0,35) MPa"}],"technique":"Metoda: obciążeń płytą VSS","techniques":["Metoda: obciążeń płytą VSS"],"computed":[],"activity":"Moduł odkształcenia\nZakres obciążenia (0,01 - 0,35) MPa\nMetoda: obciążeń płytą VSS","reference":"PN-S-02205:1998 Załącznik B","norm_bases":["PN-S-02205:1998 Załącznik B"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Podłoże Moduł odkształcenia\nZakres obciążenia (0,01 - 0,35) MPa\nMetoda: obciążeń płytą VSS PN-S-02205:1998 Załącznik B Podloze Modul odksztalcenia\nZakres obciazenia (0,01 - 0,35) MPa\nMetoda: obciazen plyta VSS PN-S-02205:1998 Zalacznik B","categories":["other"],"row_index":21,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Deformation modulus","parameters_en":[{"name":"Load range","range":"(0,01 - 0,35) MPa"}],"search_en":"Growing medium Deformation modulus Method: VSS plate load test Road Construction Technology and Quality Division - Road Laboratory Load range PN-S-02205:1998 Załącznik B","technique_en":"Method: VSS plate load test","test_object_en":"Growing medium","lab_section_zh":"道路施工技术与质量处 — 道路实验室","search_zh":"栽培基质 变形模量 方法：VSS 平板载荷法 道路施工技术与质量处 — 道路实验室 载荷范围 PN-S-02205:1998 Załącznik B","test_object_zh":"栽培基质","methodology_zh":"变形模量","parameters_zh":[{"name":"载荷范围","range":"(0,01 - 0,35) MPa"}],"technique_zh":"方法：VSS 平板载荷法"},{"_id":"6a7d79cc0636ba417e41adb6","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Kruszywa","methodology":"Skład ziarnowy","parameters":[{"name":"Zakres","range":"(0 - 31,5) mm"}],"technique":null,"techniques":[],"computed":[],"activity":"Skład ziarnowy\nZakres (0 - 31,5) mm","reference":"PN-EN 933-1:2012","norm_bases":["PN-EN 933-1:2012"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Kruszywa Skład ziarnowy\nZakres (0 - 31,5) mm PN-EN 933-1:2012 Kruszywa Sklad ziarnowy\nZakres (0 - 31,5) mm PN-EN 933-1:2012","categories":["other"],"row_index":22,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Particle size distribution","parameters_en":[{"name":"Range","range":"(0 - 31,5) mm"}],"search_en":"Aggregates Particle size distribution Road Construction Technology and Quality Division - Road Laboratory Range PN-EN 933-1:2012","test_object_en":"Aggregates","parameters_zh":[{"name":"范围","range":"(0 - 31,5) mm"}],"search_zh":"骨料 粒度分布 道路施工技术与质量处 — 道路实验室 范围 PN-EN 933-1:2012","test_object_zh":"骨料","lab_section_zh":"道路施工技术与质量处 — 道路实验室","methodology_zh":"粒度分布"},{"_id":"6a7d79cc0636ba417e41adb7","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Kruszywa","methodology":"Odporność na rozdrabnianie","parameters":[],"technique":"Metoda: Los Angeles","techniques":["Metoda: Los Angeles"],"computed":[],"activity":"Odporność na rozdrabnianie\nMetoda: Los Angeles","reference":"PN-EN 1097-2:2020-09","norm_bases":["PN-EN 1097-2:2020-09"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Kruszywa Odporność na rozdrabnianie\nMetoda: Los Angeles PN-EN 1097-2:2020-09 Kruszywa Odpornosc na rozdrabnianie\nMetoda: Los Angeles PN-EN 1097-2:2020-09","categories":["other"],"row_index":23,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Resistance to fragmentation","search_en":"Aggregates Resistance to fragmentation Method: Los Angeles Road Construction Technology and Quality Division - Road Laboratory PN-EN 1097-2:2020-09","technique_en":"Method: Los Angeles","test_object_en":"Aggregates","search_zh":"骨料 抗破碎性 方法：洛杉矶法 道路施工技术与质量处 — 道路实验室 PN-EN 1097-2:2020-09","test_object_zh":"骨料","lab_section_zh":"道路施工技术与质量处 — 道路实验室","methodology_zh":"抗破碎性","technique_zh":"方法：洛杉矶法"},{"_id":"6a7d79cc0636ba417e41adb8","lab_id":"69ad52a3de79e566650fb7f0","country":"PL","accr_number":"AB 1522","accr_body":"PCA","test_object":"Kruszywa","methodology":"Pobieranie próbek","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Pobieranie próbek","reference":"PN-EN 932-1:1999 p.8.8","norm_bases":["PN-EN 932-1:1999 p.8.8"],"lab_section":"Wydział Technologii i Jakości Budowy Dróg - Laboratorium Drogowe","lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Kruszywa Pobieranie próbek PN-EN 932-1:1999 p.8.8 Kruszywa Pobieranie probek PN-EN 932-1:1999 p.8.8","categories":["other"],"row_index":24,"parse_version":4,"parse_source":"agent-claude-code","lab_section_en":"Road Construction Technology and Quality Division - Road Laboratory","methodology_en":"Sampling","search_en":"Aggregates Sampling Road Construction Technology and Quality Division - Road Laboratory PN-EN 932-1:1999 p.8.8","test_object_en":"Aggregates","methodology_zh":"样品采集","search_zh":"骨料 样品采集 道路施工技术与质量处 — 道路实验室 PN-EN 932-1:1999 p.8.8","test_object_zh":"骨料","lab_section_zh":"道路施工技术与质量处 — 道路实验室"}],"has_pdf":true}