{"lab":{"_id":"69ad52a3de79e566650fb7b2","accr_number":"AB 1484","country":"PL","accr_body":"PCA","address":"ODDZIAŁ W POZNANIU, ul. Siemiradzkiego 5A; 60-763 Poznań, WYDZIAŁ TECHNOLOGII I JAKOŚCI BUDOWY DRÓG, – LABORATORIUM DROGOWE","categories":["construction"],"city":"Poznań","imported_at":"2026-03-08T10:42:43.265Z","methods_count":41,"name":"GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD","parse_status":"parsed","parse_version":2,"pdf_files":["AB_1484.pdf"],"scope_summary":"","search_text":"generalna dyrekcja dróg krajowych i autostrad oddział w poznaniu, ul. siemiradzkiego 5a; 60-763 poznań, wydział technologii i jakości budowy dróg, – laboratorium drogowe other construction water environment","status":"active","updated_at":"2026-03-08T14:50:38.195Z","valid_from":"","valid_until":"","website":"","parsed_at":"2026-03-08T14:50:38.195Z","email_confidence":"high","email_mx":true,"email_source":"https://www.gov.pl/web/gddkia-poznan/dane-teleadresowe","needs_review":true,"review_reason":"domena bez MX — zweryfikuj","parse_date":"2026-07-17T16:19:08.361Z","parse_source":"m5-mistral-qa","fields_of_testing":[{"codes":"J/5","pl":"Badania mechaniczne wyrobów i materiałów budowlanych","en":"Mechanical tests of building products and materials"},{"codes":"N/5","pl":"Badania właściwości fizycznych materiałów i obiektów budowlanych","en":"Tests of physical properties of building materials and items"},{"codes":"P/5","pl":"Pobieranie próbek wyrobów, materiałów i obiektów budowlanych","en":"Sampling of building products, materials and items"}],"issue":{"no":"15","date":"15.01.2026"},"map_coord":[52.399914,16.896942],"map_geo":"nominatim-street","has_en":true,"category_counts":{"other":32,"construction":8,"water":2},"category_scores":{"other":24.38,"construction":1.52,"water":0.1},"has_zh":true},"methods":[{"_id":"6a5a55fc9af9f73f38252f46","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanki mineralno-asfaltowe","test_object_en":"Bituminous mixtures","methodology":"Zawartość lepiszcza rozpuszczalnego Zakres:(2 - 9) %","methodology_en":"Soluble binder content Range:(2 - 9) %","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Zawartość lepiszcza rozpuszczalnego Zakres:(2 - 9) %","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":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanki mineralno-asfaltowe Zawartość lepiszcza rozpuszczalnego Zakres:(2 - 9) % PN-EN 12697-1:2020-08 p. B 1.7 Mieszanki mineralno-asfaltowe Zawartosc lepiszcza rozpuszczalnego Zakres:(2 - 9) % PN-EN 12697-1:2020-08 p. B 1.7","categories":["other"],"row_index":0,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bituminous mixtures Soluble binder content Range:(2 - 9) % PN-EN 12697-1:2020-08 p. B 1.7","search_zh":"沥青混合料 PN-EN 12697-1:2020-08 p. B 1.7","test_object_zh":"沥青混合料"},{"_id":"6a5a55fc9af9f73f38252f47","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanki mineralno-asfaltowe","test_object_en":"Bituminous mixtures","methodology":"Gęstość w wodzie Zakres (2,300 - 2,850) Mg/m3 Metoda: A","methodology_en":"Density in water Range (2,300 - 2,850) Mg/m3 Method: A","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Gęstość w wodzie Zakres (2,300 - 2,850) Mg/m3 Metoda: A","reference":"PN-EN 12697-5:2019-01","norm_bases":["PN-EN 12697-5:2019-01"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanki mineralno-asfaltowe Gęstość w wodzie Zakres (2,300 - 2,850) Mg/m3 Metoda: A PN-EN 12697-5:2019-01 Mieszanki mineralno-asfaltowe Gestosc w wodzie Zakres (2,300 - 2,850) Mg/m3 Metoda: A PN-EN 12697-5:2019-01","categories":["other"],"row_index":1,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bituminous mixtures Density in water Range (2,300 - 2,850) Mg/m3 Method: A PN-EN 12697-5:2019-01","search_zh":"沥青混合料 PN-EN 12697-5:2019-01","test_object_zh":"沥青混合料"},{"_id":"6a5a55fc9af9f73f38252f48","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanki mineralno-asfaltowe","test_object_en":"Bituminous mixtures","methodology":"Gęstość objętościowa Zakres (2,100 - 2,850) Mg/m3 Metoda: A, B, D","methodology_en":"Bulk density Range (2,100 - 2,850) Mg/m3 Method: A, B, D","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Gęstość objętościowa Zakres (2,100 - 2,850) Mg/m3 Metoda: A, B, D","reference":"PN-EN 12697-6:2020-07","norm_bases":["PN-EN 12697-6:2020-07"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanki mineralno-asfaltowe Gęstość objętościowa Zakres (2,100 - 2,850) Mg/m3 Metoda: A, B, D PN-EN 12697-6:2020-07 Mieszanki mineralno-asfaltowe Gestosc objetosciowa Zakres (2,100 - 2,850) Mg/m3 Metoda: A, B, D PN-EN 12697-6:2020-07","categories":["other"],"row_index":2,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bituminous mixtures Bulk density Range (2,100 - 2,850) Mg/m3 Method: A, B, D PN-EN 12697-6:2020-07","search_zh":"沥青混合料 PN-EN 12697-6:2020-07","test_object_zh":"沥青混合料"},{"_id":"6a5a55fc9af9f73f38252f49","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanki mineralno-asfaltowe","test_object_en":"Bituminous mixtures","methodology":"Skład ziarnowy Zakres (0 - 31,5) mm","methodology_en":"Grading Range (0 - 31,5) mm","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Skład ziarnowy Zakres (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":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanki mineralno-asfaltowe Skład ziarnowy Zakres (0 - 31,5) mm PN-EN 12697-2:2025-06 PN-EN 933-1:2012 Mieszanki mineralno-asfaltowe Sklad ziarnowy Zakres (0 - 31,5) mm PN-EN 12697-2:2025-06 PN-EN 933-1:2012","categories":["other"],"row_index":3,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bituminous mixtures Grading Range (0 - 31,5) mm PN-EN 12697-2:2025-06 PN-EN 933-1:2012","search_zh":"沥青混合料 PN-EN 12697-2:2025-06 PN-EN 933-1:2012","test_object_zh":"沥青混合料"},{"_id":"6a5a55fc9af9f73f38252f4a","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanki mineralno-asfaltowe","test_object_en":"Bituminous mixtures","methodology":"Podatność na deformacje pod obciążeniem Zakres: (0 - 20) mm Metoda: koleinowanie metodą B (w powietrzu), mały aparat","methodology_en":"Susceptibility to deformation under load Range: (0 - 20) mm Method: wheel tracking, method B (in air), small device","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Podatność na deformacje pod obciążeniem Zakres: (0 - 20) mm Metoda: koleinowanie metodą B (w powietrzu), mały aparat","reference":"PN-EN 12697-22+A1:2024-05","norm_bases":["PN-EN 12697-22+A1:2024-05"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanki mineralno-asfaltowe Podatność na deformacje pod obciążeniem Zakres: (0 - 20) mm Metoda: koleinowanie metodą B (w powietrzu), mały aparat PN-EN 12697-22+A1:2024-05 Mieszanki mineralno-asfaltowe Podatnosc na deformacje pod obciazeniem Zakres: (0 - 20) mm Metoda: koleinowanie metoda B (w powietrzu), maly aparat PN-EN 12697-22+A1:2024-05","categories":["other"],"row_index":4,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bituminous mixtures Susceptibility to deformation under load Range: (0 - 20) mm Method: wheel tracking, method B (in air), small device PN-EN 12697-22+A1:2024-05","search_zh":"沥青混合料 荷载下的变形敏感性 范围：(0 - 20) mm 方法：车辙试验 B 法（空气中），小型试验仪 PN-EN 12697-22+A1:2024-05","test_object_zh":"沥青混合料","methodology_zh":"荷载下的变形敏感性 范围：(0 - 20) mm 方法：车辙试验 B 法（空气中），小型试验仪"},{"_id":"6a5a55fc9af9f73f38252f4b","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanki mineralno-asfaltowe","test_object_en":"Bituminous mixtures","methodology":"Twardość (penetracja) na próbkach sześciennych","methodology_en":"Hardness (penetration) on cube samples","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Twardość (penetracja) na próbkach sześciennych","reference":"PN-EN 12697-20:2020-07","norm_bases":["PN-EN 12697-20:2020-07"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanki mineralno-asfaltowe Twardość (penetracja) na próbkach sześciennych PN-EN 12697-20:2020-07 Mieszanki mineralno-asfaltowe Twardosc (penetracja) na probkach szesciennych PN-EN 12697-20:2020-07","categories":["other"],"row_index":5,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bituminous mixtures Hardness (penetration) on cube samples PN-EN 12697-20:2020-07","search_zh":"沥青混合料 立方体试样的硬度（针入度） PN-EN 12697-20:2020-07","test_object_zh":"沥青混合料","methodology_zh":"立方体试样的硬度（针入度）"},{"_id":"6a5a55fc9af9f73f38252f4c","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanki mineralno-asfaltowe","test_object_en":"Bituminous mixtures","methodology":"Zawartość wolnej przestrzeni (z obliczeń)","methodology_en":"Air void content (calculated)","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"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":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanki mineralno-asfaltowe Zawartość wolnej przestrzeni (z obliczeń) PN-EN 12697-8:2019-01 p. 4 Mieszanki mineralno-asfaltowe Zawartosc wolnej przestrzeni (z obliczen) PN-EN 12697-8:2019-01 p. 4","categories":["other"],"row_index":6,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bituminous mixtures Air void content (calculated) PN-EN 12697-8:2019-01 p. 4","search_zh":"沥青混合料 空隙率（计算值） PN-EN 12697-8:2019-01 p. 4","test_object_zh":"沥青混合料","methodology_zh":"空隙率（计算值）"},{"_id":"6a5a55fc9af9f73f38252f4d","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanki mineralno-asfaltowe","test_object_en":"Bituminous mixtures","methodology":"Wskaźnik zagęszczenia (z obliczeń)","methodology_en":"Degree of compaction index (calculated)","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Wskaźnik zagęszczenia (z obliczeń)","reference":"PN-EN 13108-20:2016-07 Załącznik C4","norm_bases":["PN-EN 13108-20:2016-07 Załącznik C4"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanki mineralno-asfaltowe Wskaźnik zagęszczenia (z obliczeń) PN-EN 13108-20:2016-07 Załącznik C4 Mieszanki mineralno-asfaltowe Wskaznik zageszczenia (z obliczen) PN-EN 13108-20:2016-07 Zalacznik C4","categories":["other"],"row_index":7,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bituminous mixtures Degree of compaction index (calculated) PN-EN 13108-20:2016-07 Załącznik C4","search_zh":"沥青混合料 压实指数（由计算得出） PN-EN 13108-20:2016-07 Załącznik C4","test_object_zh":"沥青混合料","methodology_zh":"压实指数（由计算得出）"},{"_id":"6a5a55fc9af9f73f38252f4e","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanki mineralno-asfaltowe","test_object_en":"Bituminous mixtures","methodology":"Pobieranie próbek","methodology_en":"Sampling","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Pobieranie próbek","reference":"PN-EN 12697-27:2017-07 p. 4.3","norm_bases":["PN-EN 12697-27:2017-07 p. 4.3"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanki mineralno-asfaltowe Pobieranie próbek PN-EN 12697-27:2017-07 p. 4.3 Mieszanki mineralno-asfaltowe Pobieranie probek PN-EN 12697-27:2017-07 p. 4.3","categories":["other"],"row_index":8,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bituminous mixtures Sampling PN-EN 12697-27:2017-07 p. 4.3","methodology_zh":"样品采集","search_zh":"沥青混合料 样品采集 PN-EN 12697-27:2017-07 p. 4.3","test_object_zh":"沥青混合料"},{"_id":"6a5a55fc9af9f73f38252f4f","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Beton","test_object_en":"Concrete","methodology":"Wytrzymałość na ściskanie Zakres siły: (50 - 2000) kN","methodology_en":"Compressive strength Force range: (50 - 2000) kN","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Wytrzymałość na ściskanie Zakres siły: (50 - 2000) kN","reference":"PN-EN 12390-3:2019-07","norm_bases":["PN-EN 12390-3:2019-07"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Beton Wytrzymałość na ściskanie Zakres siły: (50 - 2000) kN PN-EN 12390-3:2019-07 Beton Wytrzymalosc na sciskanie Zakres sily: (50 - 2000) kN PN-EN 12390-3:2019-07","categories":["construction"],"row_index":9,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Concrete Compressive strength Force range: (50 - 2000) kN PN-EN 12390-3:2019-07","search_zh":"混凝土 PN-EN 12390-3:2019-07","test_object_zh":"混凝土"},{"_id":"6a5a55fc9af9f73f38252f50","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Beton","test_object_en":"Concrete","methodology":"Odporność na działanie mrozu Metoda: zwykła","methodology_en":"Resistance to freezing Method: ordinary","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Odporność na działanie mrozu Metoda: zwykła","reference":"PN-B-06265:2022-08 Załącznik N","norm_bases":["PN-B-06265:2022-08 Załącznik N"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Beton Odporność na działanie mrozu Metoda: zwykła PN-B-06265:2022-08 Załącznik N Beton Odpornosc na dzialanie mrozu Metoda: zwykla PN-B-06265:2022-08 Zalacznik N","categories":["construction"],"row_index":10,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Concrete Resistance to freezing Method: ordinary PN-B-06265:2022-08 Załącznik N","search_zh":"混凝土 抗冻性 方法：常规法 PN-B-06265:2022-08 Załącznik N","test_object_zh":"混凝土","methodology_zh":"抗冻性 方法：常规法"},{"_id":"6a5a55fc9af9f73f38252f51","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Beton","test_object_en":"Concrete","methodology":"Głębokość penetracji wody pod ciśnieniem","methodology_en":"Depth of penetration of water under pressure","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Głębokość penetracji wody pod ciśnieniem","reference":"PN-EN 12390-8:2019-08","norm_bases":["PN-EN 12390-8:2019-08"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"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":11,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Concrete Depth of penetration of water under pressure PN-EN 12390-8:2019-08","methodology_zh":"压力水渗透深度","search_zh":"混凝土 压力水渗透深度 PN-EN 12390-8:2019-08","test_object_zh":"混凝土"},{"_id":"6a5a55fc9af9f73f38252f52","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanka betonowa","test_object_en":"Fresh concrete","methodology":"Konsystencja Metoda opadu stożka","methodology_en":"Consistency Slump method","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Konsystencja Metoda opadu stożka","reference":"PN-EN 12350-2:2019:07","norm_bases":["PN-EN 12350-2:2019:07"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanka betonowa Konsystencja Metoda opadu stożka PN-EN 12350-2:2019:07 Mieszanka betonowa Konsystencja Metoda opadu stozka PN-EN 12350-2:2019:07","categories":["construction"],"row_index":12,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Fresh concrete Consistency Slump method PN-EN 12350-2:2019:07","search_zh":"混凝土拌合物 稠度 坍落度法 PN-EN 12350-2:2019:07","test_object_zh":"混凝土拌合物","methodology_zh":"稠度 坍落度法"},{"_id":"6a5a55fc9af9f73f38252f53","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanka betonowa","test_object_en":"Fresh concrete","methodology":"Zawartość powietrza Metoda ciśnieniomierza","methodology_en":"Air content Pressure gauge method","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Zawartość powietrza Metoda ciśnieniomierza","reference":"PN-EN 12350-7:2019:08","norm_bases":["PN-EN 12350-7:2019:08"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanka betonowa Zawartość powietrza Metoda ciśnieniomierza PN-EN 12350-7:2019:08 Mieszanka betonowa Zawartosc powietrza Metoda cisnieniomierza PN-EN 12350-7:2019:08","categories":["construction"],"row_index":13,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Fresh concrete Air content Pressure gauge method PN-EN 12350-7:2019:08","search_zh":"混凝土拌合物 含气量 气压法 PN-EN 12350-7:2019:08","test_object_zh":"混凝土拌合物","methodology_zh":"含气量 气压法"},{"_id":"6a5a55fc9af9f73f38252f54","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanka betonowa","test_object_en":"Fresh concrete","methodology":"Pobieranie próbek","methodology_en":"Sampling","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Pobieranie próbek","reference":"PN-EN 12350-1:2019-07","norm_bases":["PN-EN 12350-1:2019-07"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"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":14,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Fresh concrete Sampling PN-EN 12350-1:2019-07","methodology_zh":"样品采集","search_zh":"混凝土拌合物 样品采集 PN-EN 12350-1:2019-07","test_object_zh":"混凝土拌合物"},{"_id":"6a5a55fc9af9f73f38252f55","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Betonowe kostki brukowe","test_object_en":"Concrete paving blocks","methodology":"Nasiąkliwość","methodology_en":"Water absorption","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Nasiąkliwość","reference":"PN-EN 1338:2005 Załącznik E PN-EN 1338:2005/AC:2007","norm_bases":["PN-EN 1338:2005 Załącznik E PN-EN 1338:2005/AC:2007"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Betonowe kostki brukowe Nasiąkliwość PN-EN 1338:2005 Załącznik E PN-EN 1338:2005/AC:2007 Betonowe kostki brukowe Nasiakliwosc PN-EN 1338:2005 Zalacznik E PN-EN 1338:2005/AC:2007","categories":["construction"],"row_index":15,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Concrete paving blocks Water absorption PN-EN 1338:2005 Załącznik E PN-EN 1338:2005/AC:2007","methodology_zh":"吸水率","search_zh":"混凝土铺路砖 吸水率 PN-EN 1338:2005 Załącznik E PN-EN 1338:2005/AC:2007","test_object_zh":"混凝土铺路砖"},{"_id":"6a5a55fc9af9f73f38252f56","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Betonowe kostki brukowe","test_object_en":"Concrete paving blocks","methodology":"Wytrzymałość na rozciąganie przy rozłupywaniu","methodology_en":"Splitting tensile strength","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Wytrzymałość na rozciąganie przy rozłupywaniu","reference":"PN-EN 1338:2005 Załącznik F PN-EN 1338:2005/AC:2007","norm_bases":["PN-EN 1338:2005 Załącznik F PN-EN 1338:2005/AC:2007"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Betonowe kostki brukowe Wytrzymałość na rozciąganie przy rozłupywaniu PN-EN 1338:2005 Załącznik F PN-EN 1338:2005/AC:2007 Betonowe kostki brukowe Wytrzymalosc na rozciaganie przy rozlupywaniu PN-EN 1338:2005 Zalacznik F PN-EN 1338:2005/AC:2007","categories":["construction"],"row_index":16,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Concrete paving blocks Splitting tensile strength PN-EN 1338:2005 Załącznik F PN-EN 1338:2005/AC:2007","methodology_zh":"劈裂抗拉强度","search_zh":"混凝土铺路砖 劈裂抗拉强度 PN-EN 1338:2005 Załącznik F PN-EN 1338:2005/AC:2007","test_object_zh":"混凝土铺路砖"},{"_id":"6a5a55fc9af9f73f38252f57","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Grunty","test_object_en":"Ground","methodology":"Wilgotność optymalna Zakres (5 -15) % Maksymalna gęstość objętościowa szkieletu gruntowego Zakres (1,2 - 2,0) g/cm3 Metoda: Proctora (I)","methodology_en":"Optimum moisture content Range (5 -15) % Maximum dry density of the soil skeleton Range (1,2 - 2,0) g/cm3 Method: Proctor (I)","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Wilgotność optymalna Zakres (5 -15) % Maksymalna gęstość objętościowa szkieletu gruntowego Zakres (1,2 - 2,0) g/cm3 Metoda: Proctora (I)","reference":"PN-88/B-04481 p.8","norm_bases":["PN-88/B-04481 p.8"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty Wilgotność optymalna Zakres (5 -15) % Maksymalna gęstość objętościowa szkieletu gruntowego Zakres (1,2 - 2,0) g/cm3 Metoda: Proctora (I) PN-88/B-04481 p.8 Grunty Wilgotnosc optymalna Zakres (5 -15) % Maksymalna gestosc objetosciowa szkieletu gruntowego Zakres (1,2 - 2,0) g/cm3 Metoda: Proctora (I) PN-88/B-04481 p.8","categories":["other"],"row_index":17,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Ground Optimum moisture content Range (5 -15) % Maximum dry density of the soil skeleton Range (1,2 - 2,0) g/cm3 Method: Proctor (I) PN-88/B-04481 p.8","search_zh":"土体 PN-88/B-04481 p.8","test_object_zh":"土体"},{"_id":"6a5a55fc9af9f73f38252f58","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Grunty","test_object_en":"Ground","methodology":"Wilgotność gruntu Zakres: (1-50) % Metoda wagowa","methodology_en":"Soil moisture content Range: (1-50) % Gravimetric method","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Wilgotność gruntu Zakres: (1-50) % Metoda wagowa","reference":"PN-88/B-0448 p. 5.1","norm_bases":["PN-88/B-0448 p. 5.1"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty Wilgotność gruntu Zakres: (1-50) % Metoda wagowa PN-88/B-0448 p. 5.1 Grunty Wilgotnosc gruntu Zakres: (1-50) % Metoda wagowa PN-88/B-0448 p. 5.1","categories":["other"],"row_index":18,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Ground Soil moisture content Range: (1-50) % Gravimetric method PN-88/B-0448 p. 5.1","search_zh":"土体 PN-88/B-0448 p. 5.1","test_object_zh":"土体"},{"_id":"6a5a55fc9af9f73f38252f59","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Grunty","test_object_en":"Ground","methodology":"Wskaźnik zagęszczenia (I ) S","methodology_en":"Compaction index (I ) S","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Wskaźnik zagęszczenia (I ) S","reference":"BN-77/8931-12","norm_bases":["BN-77/8931-12"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Grunty Wskaźnik zagęszczenia (I ) S BN-77/8931-12 Grunty Wskaznik zageszczenia (I ) S BN-77/8931-12","categories":["other"],"row_index":19,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Ground Compaction index (I ) S BN-77/8931-12","search_zh":"土体 压实指数（Is） BN-77/8931-12","test_object_zh":"土体","methodology_zh":"压实指数（Is）"},{"_id":"6a5a55fc9af9f73f38252f5a","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Kruszywa","test_object_en":"Aggregates","methodology":"Skład ziarnowy Zakres: (0 - 63) mm","methodology_en":"Particle size distribution Range: (0 - 63) mm","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Skład ziarnowy Zakres: (0 - 63) mm","reference":"PN-EN 933-1:2012","norm_bases":["PN-EN 933-1:2012"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Kruszywa Skład ziarnowy Zakres: (0 - 63) mm PN-EN 933-1:2012 Kruszywa Sklad ziarnowy Zakres: (0 - 63) mm PN-EN 933-1:2012","categories":["other"],"row_index":20,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Aggregates Particle size distribution Range: (0 - 63) mm PN-EN 933-1:2012","search_zh":"骨料 颗粒级配 范围：(0 - 63) mm PN-EN 933-1:2012","test_object_zh":"骨料","methodology_zh":"颗粒级配 范围：(0 - 63) mm"},{"_id":"6a5a55fc9af9f73f38252f5b","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Kruszywa","test_object_en":"Aggregates","methodology":"Odporność na rozdrabnianie Zakres: (10 -14) mm Metoda: Los Angeles","methodology_en":"Resistance to fragmentation Range: (10 -14) mm Method: Los Angeles","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Odporność na rozdrabnianie Zakres: (10 -14) mm Metoda: Los Angeles","reference":"PN-EN 1097-2:2020-09","norm_bases":["PN-EN 1097-2:2020-09"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Kruszywa Odporność na rozdrabnianie Zakres: (10 -14) mm Metoda: Los Angeles PN-EN 1097-2:2020-09 Kruszywa Odpornosc na rozdrabnianie Zakres: (10 -14) mm Metoda: Los Angeles PN-EN 1097-2:2020-09","categories":["other"],"row_index":21,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Aggregates Resistance to fragmentation Range: (10 -14) mm Method: Los Angeles PN-EN 1097-2:2020-09","search_zh":"骨料 PN-EN 1097-2:2020-09","test_object_zh":"骨料"},{"_id":"6a5a55fc9af9f73f38252f5c","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Kruszywa","test_object_en":"Aggregates","methodology":"Mrozoodporność w wodzie","methodology_en":"Frost resistance in water","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Mrozoodporność w wodzie","reference":"PN-EN 1367-1:2007","norm_bases":["PN-EN 1367-1:2007"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Kruszywa Mrozoodporność w wodzie PN-EN 1367-1:2007 Kruszywa Mrozoodpornosc w wodzie PN-EN 1367-1:2007","categories":["other"],"row_index":22,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Aggregates Frost resistance in water PN-EN 1367-1:2007","search_zh":"骨料 水中抗冻性 PN-EN 1367-1:2007","test_object_zh":"骨料","methodology_zh":"水中抗冻性"},{"_id":"6a5a55fc9af9f73f38252f5d","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Kruszywa","test_object_en":"Aggregates","methodology":"Mrozoodporność w obecności soli","methodology_en":"Frost resistance in the presence of salt","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Mrozoodporność w obecności soli","reference":"PN-EN 1367-6:2008","norm_bases":["PN-EN 1367-6:2008"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Kruszywa Mrozoodporność w obecności soli PN-EN 1367-6:2008 Kruszywa Mrozoodpornosc w obecnosci soli PN-EN 1367-6:2008","categories":["other"],"row_index":23,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Aggregates Frost resistance in the presence of salt PN-EN 1367-6:2008","search_zh":"骨料 盐冻抗冻性 PN-EN 1367-6:2008","test_object_zh":"骨料","methodology_zh":"盐冻抗冻性"},{"_id":"6a5a55fc9af9f73f38252f5e","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Kruszywa","test_object_en":"Aggregates","methodology":"Wskaźnik piaskowy Zakres: (0 - 4) mm","methodology_en":"Sand equivalent Range: (0 - 4) mm","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Wskaźnik piaskowy Zakres: (0 - 4) mm","reference":"PN-EN 933-8+A1:2015-07 Załącznik A","norm_bases":["PN-EN 933-8+A1:2015-07 Załącznik A"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Kruszywa Wskaźnik piaskowy Zakres: (0 - 4) mm PN-EN 933-8+A1:2015-07 Załącznik A Kruszywa Wskaznik piaskowy Zakres: (0 - 4) mm PN-EN 933-8+A1:2015-07 Zalacznik A","categories":["other"],"row_index":24,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Aggregates Sand equivalent Range: (0 - 4) mm PN-EN 933-8+A1:2015-07 Załącznik A","search_zh":"骨料 PN-EN 933-8+A1:2015-07 Załącznik A","test_object_zh":"骨料"},{"_id":"6a5a55fc9af9f73f38252f5f","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Kruszywa","test_object_en":"Aggregates","methodology":"Wskaźnik kształtu","methodology_en":"Shape index","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Wskaźnik kształtu","reference":"PN-EN 933-4:2008","norm_bases":["PN-EN 933-4:2008"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Kruszywa Wskaźnik kształtu PN-EN 933-4:2008 Kruszywa Wskaznik ksztaltu PN-EN 933-4:2008","categories":["other"],"row_index":25,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Aggregates Shape index PN-EN 933-4:2008","search_zh":"骨料 形状指数 PN-EN 933-4:2008","test_object_zh":"骨料","methodology_zh":"形状指数"},{"_id":"6a5a55fc9af9f73f38252f60","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Kruszywa","test_object_en":"Aggregates","methodology":"Zawartość wody","methodology_en":"Water content","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Zawartość wody","reference":"PN-EN 1097-5:2008","norm_bases":["PN-EN 1097-5:2008"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Kruszywa Zawartość wody PN-EN 1097-5:2008 Kruszywa Zawartosc wody PN-EN 1097-5:2008","categories":["water"],"row_index":26,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Aggregates Water content PN-EN 1097-5:2008","methodology_zh":"水分含量","search_zh":"骨料 水分含量 PN-EN 1097-5:2008","test_object_zh":"骨料"},{"_id":"6a5a55fc9af9f73f38252f61","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Kruszywa","test_object_en":"Aggregates","methodology":"Pobieranie próbek","methodology_en":"Sampling","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Pobieranie próbek","reference":"PN-EN 932-1:1999 p.8.8","norm_bases":["PN-EN 932-1:1999 p.8.8"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"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":27,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Aggregates Sampling PN-EN 932-1:1999 p.8.8","methodology_zh":"样品采集","search_zh":"骨料 样品采集 PN-EN 932-1:1999 p.8.8","test_object_zh":"骨料"},{"_id":"6a5a55fc9af9f73f38252f62","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Mieszanki związane spoiwem hydraulicznym","test_object_en":"Hydraulically bound mixtures","methodology":"Wytrzymałość na ściskanie Zakres siły: (10 – 200) kN","methodology_en":"Compressive strength Force range: (10 – 200) kN","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Wytrzymałość na ściskanie Zakres siły: (10 – 200) kN","reference":"PN-EN 13286-41:2022-04","norm_bases":["PN-EN 13286-41:2022-04"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Mieszanki związane spoiwem hydraulicznym Wytrzymałość na ściskanie Zakres siły: (10 – 200) kN PN-EN 13286-41:2022-04 Mieszanki zwiazane spoiwem hydraulicznym Wytrzymalosc na sciskanie Zakres sily: (10 – 200) kN PN-EN 13286-41:2022-04","categories":["other"],"row_index":28,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Hydraulically bound mixtures Compressive strength Force range: (10 – 200) kN PN-EN 13286-41:2022-04","search_zh":"水硬性胶结料结合的混合料 PN-EN 13286-41:2022-04","test_object_zh":"水硬性胶结料结合的混合料"},{"_id":"6a5a55fc9af9f73f38252f63","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Asfalty i lepiszcza asfaltowe","test_object_en":"Bitumens and bituminous binders","methodology":"Temperatura mięknienia Zakres: (28 - 80) °C Metoda: Pierścienia i Kuli","methodology_en":"Softening point Range: (28 - 80) °C Method: Ring and Ball","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Temperatura mięknienia Zakres: (28 - 80) °C Metoda: Pierścienia i Kuli","reference":"PN-EN 1427:2015-08","norm_bases":["PN-EN 1427:2015-08"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Asfalty i lepiszcza asfaltowe Temperatura mięknienia Zakres: (28 - 80) °C Metoda: Pierścienia i Kuli PN-EN 1427:2015-08 Asfalty i lepiszcza asfaltowe Temperatura mieknienia Zakres: (28 - 80) °C Metoda: Pierscienia i Kuli PN-EN 1427:2015-08","categories":["other"],"row_index":29,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bitumens and bituminous binders Softening point Range: (28 - 80) °C Method: Ring and Ball PN-EN 1427:2015-08","search_zh":"沥青与沥青胶结料 PN-EN 1427:2015-08","test_object_zh":"沥青与沥青胶结料"},{"_id":"6a5a55fc9af9f73f38252f64","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Asfalty i lepiszcza asfaltowe","test_object_en":"Bitumens and bituminous binders","methodology":"Penetracja igłą Zakres: poniżej 330 x 0,1 mm","methodology_en":"Needle penetration Range: below 330 x 0,1 mm","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Penetracja igłą Zakres: poniżej 330 x 0,1 mm","reference":"PN-EN 1426:2015-08","norm_bases":["PN-EN 1426:2015-08"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Asfalty i lepiszcza asfaltowe Penetracja igłą Zakres: poniżej 330 x 0,1 mm PN-EN 1426:2015-08 Asfalty i lepiszcza asfaltowe Penetracja igla Zakres: ponizej 330 x 0,1 mm PN-EN 1426:2015-08","categories":["other"],"row_index":30,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bitumens and bituminous binders Needle penetration Range: below 330 x 0,1 mm PN-EN 1426:2015-08","search_zh":"沥青与沥青胶结料 PN-EN 1426:2015-08","test_object_zh":"沥青与沥青胶结料"},{"_id":"6a5a55fc9af9f73f38252f65","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Asfalty i lepiszcza asfaltowe","test_object_en":"Bitumens and bituminous binders","methodology":"Temperatura łamliwości Metoda Fraassa","methodology_en":"Breaking point Fraass method","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Temperatura łamliwości Metoda Fraassa","reference":"PN-EN 12593:2015-08","norm_bases":["PN-EN 12593:2015-08"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Asfalty i lepiszcza asfaltowe Temperatura łamliwości Metoda Fraassa PN-EN 12593:2015-08 Asfalty i lepiszcza asfaltowe Temperatura lamliwosci Metoda Fraassa PN-EN 12593:2015-08","categories":["other"],"row_index":31,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bitumens and bituminous binders Breaking point Fraass method PN-EN 12593:2015-08","search_zh":"沥青与沥青胶结料 PN-EN 12593:2015-08","test_object_zh":"沥青与沥青胶结料"},{"_id":"6a5a55fc9af9f73f38252f66","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Asfalty i lepiszcza asfaltowe","test_object_en":"Bitumens and bituminous binders","methodology":"Nawrót sprężysty","methodology_en":"Elastic recovery","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Nawrót sprężysty","reference":"PN-EN 13398:2017-12","norm_bases":["PN-EN 13398:2017-12"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Asfalty i lepiszcza asfaltowe Nawrót sprężysty PN-EN 13398:2017-12 Asfalty i lepiszcza asfaltowe Nawrot sprezysty PN-EN 13398:2017-12","categories":["other"],"row_index":32,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Bitumens and bituminous binders Elastic recovery PN-EN 13398:2017-12","search_zh":"沥青与沥青胶结料 弹性回复 PN-EN 13398:2017-12","test_object_zh":"沥青与沥青胶结料","methodology_zh":"弹性回复"},{"_id":"6a5a55fc9af9f73f38252f67","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Podłoże","test_object_en":"Growing medium","methodology":"Moduł odkształcenia Zakres obciążenia: (0,00 – 0,35) MPa Metoda: obciążeń płytą VSS","methodology_en":"Deformation modulus Load range: (0,00 – 0,35) MPa Method: VSS plate load test","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Moduł odkształcenia Zakres obciążenia: (0,00 – 0,35) MPa Metoda: obciążeń płytą VSS","reference":"PN-S-02205:1998 Załącznik B","norm_bases":["PN-S-02205:1998 Załącznik B"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Podłoże Moduł odkształcenia Zakres obciążenia: (0,00 – 0,35) MPa Metoda: obciążeń płytą VSS PN-S-02205:1998 Załącznik B Podloze Modul odksztalcenia Zakres obciazenia: (0,00 – 0,35) MPa Metoda: obciazen plyta VSS PN-S-02205:1998 Zalacznik B","categories":["other"],"row_index":33,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Growing medium Deformation modulus Load range: (0,00 – 0,35) MPa Method: VSS plate load test PN-S-02205:1998 Załącznik B","search_zh":"栽培基质 PN-S-02205:1998 Załącznik B","test_object_zh":"栽培基质"},{"_id":"6a5a55fc9af9f73f38252f68","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Warstwy konstrukcyjne nawierzchni","test_object_en":"Pavement structural layers","methodology":"Moduł odkształcenia Zakres obciążenia: (0,00 – 0,45) MPa Metoda: obciążeń płytą VSS","methodology_en":"Deformation modulus Load range: (0,00 – 0,45) MPa Method: VSS plate loading","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Moduł odkształcenia Zakres obciążenia: (0,00 – 0,45) MPa Metoda: obciążeń płytą VSS","reference":"WT-4 Załącznik C, GDDKiA 2025","norm_bases":["WT-4 Załącznik C, GDDKiA 2025"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Warstwy konstrukcyjne nawierzchni Moduł odkształcenia Zakres obciążenia: (0,00 – 0,45) MPa Metoda: obciążeń płytą VSS WT-4 Załącznik C, GDDKiA 2025 Warstwy konstrukcyjne nawierzchni Modul odksztalcenia Zakres obciazenia: (0,00 – 0,45) MPa Metoda: obciazen plyta VSS WT-4 Zalacznik C, GDDKiA 2025","categories":["other"],"row_index":34,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Pavement structural layers Deformation modulus Load range: (0,00 – 0,45) MPa Method: VSS plate loading WT-4 Załącznik C, GDDKiA 2025","search_zh":"路面结构层 变形模量 荷载范围：(0,00 – 0,45) MPa 方法：VSS 平板载荷法 WT-4 Załącznik C, GDDKiA 2025","test_object_zh":"路面结构层","methodology_zh":"变形模量 荷载范围：(0,00 – 0,45) MPa 方法：VSS 平板载荷法"},{"_id":"6a5a55fc9af9f73f38252f69","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Nawierzchnie drogowe","test_object_en":"Road pavements","methodology":"Grubość Zakres: do 500 mm","methodology_en":"Thickness Range: up to 500 mm","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Grubość Zakres: 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":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Nawierzchnie drogowe Grubość Zakres: do 500 mm PN-EN 12697-36:2022-09 p. 6.1 Nawierzchnie drogowe Grubosc Zakres: do 500 mm PN-EN 12697-36:2022-09 p. 6.1","categories":["other"],"row_index":35,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Road pavements Thickness Range: up to 500 mm PN-EN 12697-36:2022-09 p. 6.1","search_zh":"路面 厚度 范围：至 500 mm PN-EN 12697-36:2022-09 p. 6.1","test_object_zh":"路面","methodology_zh":"厚度 范围：至 500 mm"},{"_id":"6a5a55fc9af9f73f38252f6a","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Nawierzchnie drogowe","test_object_en":"Road pavements","methodology":"Profile podłużne (nierówności) Zakres: (0 - 20) cm Metoda: profilometryczna, urządzenie typu inercyjnego – profilograf laserowy Międzynarodowy Wskaźnik Równości Podłużnej IRI (z obliczeń)","methodology_en":"Longitudinal profiles (unevenness) Range: (0 - 20) cm Method: profilometric, inertial-type device – laser profilograph International Roughness Index IRI (calculated)","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Profile podłużne (nierówności) Zakres: (0 - 20) cm Metoda: profilometryczna, urządzenie typu inercyjnego – profilograf laserowy Międzynarodowy Wskaźnik Równości Podłużnej IRI (z obliczeń)","reference":"PN-EN 13036-6:2008 Rozporządzenie Ministra Infrastruktury 01.08.2019 r. (Dz.U. 2019 r. poz. 1643) ASTM E 1926-08","norm_bases":["PN-EN 13036-6:2008 Rozporządzenie Ministra Infrastruktury 01.08.2019 r. (Dz.U. 2019 r. poz. 1643) ASTM E 1926-08"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Nawierzchnie drogowe Profile podłużne (nierówności) Zakres: (0 - 20) cm Metoda: profilometryczna, urządzenie typu inercyjnego – profilograf laserowy Międzynarodowy Wskaźnik Równości Podłużnej IRI (z obliczeń) PN-EN 13036-6:2008 Rozporządzenie Ministra Infrastruktury 01.08.2019 r. (Dz.U. 2019 r. poz. 1643) ASTM E 1926-08 Nawierzchnie drogowe Profile podluzne (nierownosci) Zakres: (0 - 20) cm Metoda: profilometryczna, urzadzenie typu inercyjnego – profilograf laserowy Miedzynarodowy Wskaznik Rownosci Podluznej IRI (z obliczen) PN-EN 13036-6:2008 Rozporzadzenie Ministra Infrastruktury 01.08.2019 r. (Dz.U. 2019 r. poz. 1643) ASTM E 1926-08","categories":["other"],"row_index":36,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Road pavements Longitudinal profiles (unevenness) Range: (0 - 20) cm Method: profilometric, inertial-type device – laser profilograph International Roughness Index IRI (calculated) PN-EN 13036-6:2008 Rozporządzenie Ministra Infrastruktury 01.08.2019 r. (Dz.U. 2019 r. poz. 1643) ASTM E 1926-08","search_zh":"路面 PN-EN 13036-6:2008 Rozporządzenie Ministra Infrastruktury 01.08.2019 r. (Dz.U. 2019 r. poz. 1643) ASTM E 1926-08","test_object_zh":"路面"},{"_id":"6a5a55fc9af9f73f38252f6b","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Nawierzchnie drogowe","test_object_en":"Road pavements","methodology":"Sczepność międzywarstwowa Metoda Leutnera","methodology_en":"Interlayer bond strength Leutner method","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Sczepność międzywarstwowa Metoda Leutnera","reference":"PN-EN 12697-48:2022-04 Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności","norm_bases":["PN-EN 12697-48:2022-04 Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Nawierzchnie drogowe Sczepność międzywarstwowa Metoda Leutnera PN-EN 12697-48:2022-04 Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności Nawierzchnie drogowe Sczepnosc miedzywarstwowa Metoda Leutnera PN-EN 12697-48:2022-04 Instrukcja laboratoryjnego badania sczepnosci miedzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepnosci","categories":["other"],"row_index":37,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Road pavements Interlayer bond strength Leutner method PN-EN 12697-48:2022-04 Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności","search_zh":"路面 层间粘结力 洛伊特纳法 PN-EN 12697-48:2022-04 Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności","test_object_zh":"路面","methodology_zh":"层间粘结力 洛伊特纳法"},{"_id":"6a5a55fc9af9f73f38252f6c","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Nawierzchnie drogowe","test_object_en":"Road pavements","methodology":"Pobieranie próbek","methodology_en":"Sampling","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"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":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"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":38,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Road pavements Sampling PN-EN 12697-27:2017-07 p. 4.7","methodology_zh":"样品采集","search_zh":"路面 样品采集 PN-EN 12697-27:2017-07 p. 4.7","test_object_zh":"路面"},{"_id":"6a5a55fc9af9f73f38252f6d","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Oznakowanie poziome dróg","test_object_en":"Road markings","methodology":"Współczynnik luminancji Qd Zakres: (1- 318) mcd m-2 lx-1 Metoda: na sucho","methodology_en":"Luminance coefficient Qd Range: (1- 318) mcd m-2 lx-1 Method: dry","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Współczynnik luminancji Qd Zakres: (1- 318) mcd m-2 lx-1 Metoda: na sucho","reference":"PN-EN 1436:2018-02 Załącznik A","norm_bases":["PN-EN 1436:2018-02 Załącznik A"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Oznakowanie poziome dróg Współczynnik luminancji Qd Zakres: (1- 318) mcd m-2 lx-1 Metoda: na sucho PN-EN 1436:2018-02 Załącznik A Oznakowanie poziome drog Wspolczynnik luminancji Qd Zakres: (1- 318) mcd m-2 lx-1 Metoda: na sucho PN-EN 1436:2018-02 Zalacznik A","categories":["other"],"row_index":39,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Road markings Luminance coefficient Qd Range: (1- 318) mcd m-2 lx-1 Method: dry PN-EN 1436:2018-02 Załącznik A","search_zh":"道路标线 PN-EN 1436:2018-02 Załącznik A","test_object_zh":"道路标线"},{"_id":"6a5a55fc9af9f73f38252f6e","lab_id":"69ad52a3de79e566650fb7b2","country":"PL","accr_number":"AB 1484","accr_body":"PCA","test_object":"Oznakowanie poziome dróg","test_object_en":"Road markings","methodology":"Współczynnik odblasku R L Zakres: (1 -2 000) mcd m-2 lx-1 Metoda: na sucho","methodology_en":"Coefficient of retroreflected luminance R L Range: (1 -2 000) mcd m-2 lx-1 Method: dry","parameters":[],"parameters_en":[],"technique":null,"technique_en":null,"computed":[],"computed_en":[],"activity":"Współczynnik odblasku R L Zakres: (1 -2 000) mcd m-2 lx-1 Metoda: na sucho","reference":"PN-EN 1436:2018-02 Załącznik B","norm_bases":["PN-EN 1436:2018-02 Załącznik B"],"lab_section":null,"lab_section_en":null,"lab_address":null,"regulatory_area":null,"regulatory_area_en":null,"search_text":"Oznakowanie poziome dróg Współczynnik odblasku R L Zakres: (1 -2 000) mcd m-2 lx-1 Metoda: na sucho PN-EN 1436:2018-02 Załącznik B Oznakowanie poziome drog Wspolczynnik odblasku R L Zakres: (1 -2 000) mcd m-2 lx-1 Metoda: na sucho PN-EN 1436:2018-02 Zalacznik B","categories":["other"],"row_index":40,"parse_version":3,"parse_source":"m5-mistral-qa","search_en":"Road markings Coefficient of retroreflected luminance R L Range: (1 -2 000) mcd m-2 lx-1 Method: dry PN-EN 1436:2018-02 Załącznik B","search_zh":"道路标线 PN-EN 1436:2018-02 Załącznik B","test_object_zh":"道路标线"}],"has_pdf":true}