{"lab":{"_id":"69ad52a3de79e566650fba5b","accr_number":"AB 1905","country":"PL","accr_body":"PCA","address":"ul. Kasztanowa 14, 84-207 Łężyce","categories":["construction"],"city":"Łężyce","imported_at":"2026-03-08T10:42:43.265Z","methods_count":14,"name":"TESTLAND sp. z o.o.","parse_status":"parsed","parse_version":3,"pdf_files":["AB_1905.pdf"],"scope_summary":"","search_text":"testland sp. z o.o. ul. kasztanowa 14, 84-207 łężyce other materials construction metrology","status":"active","updated_at":"2026-03-08T14:51:02.082Z","valid_from":"","valid_until":"","website":"","parsed_at":"2026-08-13T08:04:35.264Z","email_confidence":"high","email_mx":true,"email_source":"https://bip.pca.gov.pl/wykazy-i-archiwa/akredytacje-aktywne/laboratoria-badawcze/AB%201905,podmiot.html","fields_of_testing":[{"codes":"J/5","pl":"Badania mechaniczne materiałów budowlanych","en":"Mechanical tests of building products"},{"codes":"N/5","pl":"Badania właściwości fizycznych materiałów budowlanych","en":"Tests of physical properties of building materials"},{"codes":"N/31","pl":"Badania właściwości fizycznych gruntów","en":"Tests of physical properties of ground"}],"issue":{"no":"5","date":"22.06.2026"},"parse_date":"2026-08-13T08:04:35.264Z","parse_source":"agent-claude-code","map_coord":[54.508605,18.377713],"map_geo":"nominatim-street","scope_format":"PCA::pracownie+siatka6","source_pdf_url":"https://bip.pca.gov.pl/storage/file/e-accreditations/2026/8/13/2b95b1af7cc1d52aa888f440f1743699/AB%201905.pdf","has_en":true,"category_counts":{"other":13,"construction":1},"category_scores":{"other":12.07,"construction":0.07},"has_zh":true},"methods":[{"_id":"6a7d7a930636ba417e41b67c","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Grunty","methodology":"Opis gruntu","parameters":[],"technique":"Metoda wizualna; Metoda makroskopowa","techniques":["Metoda wizualna","Metoda makroskopowa"],"computed":[],"activity":"Opis gruntu\nMetoda wizualna; Metoda makroskopowa","reference":"PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","norm_bases":["PN-EN ISO 14688-1:2018-05","PN-EN ISO 14688-2:2018-05"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Opis gruntu\nMetoda wizualna; Metoda makroskopowa PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05 Grunty Opis gruntu\nMetoda wizualna; Metoda makroskopowa PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","categories":["other"],"row_index":0,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Soil description","search_en":"Ground Soil description Visual method; Macroscopic method PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","technique_en":"Visual method; Macroscopic method","test_object_en":"Ground","search_zh":"土体 土的描述 PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05","test_object_zh":"土体","methodology_zh":"土的描述"},{"_id":"6a7d7a930636ba417e41b67d","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Grunty","methodology":"Wilgotność naturalna","parameters":[],"technique":"Metoda wagowa","techniques":["Metoda wagowa"],"computed":[],"activity":"Wilgotność naturalna\nMetoda wagowa","reference":"PN-EN ISO 17892-1:2015-02","norm_bases":["PN-EN ISO 17892-1:2015-02"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Wilgotność naturalna\nMetoda wagowa PN-EN ISO 17892-1:2015-02 Grunty Wilgotnosc naturalna\nMetoda wagowa PN-EN ISO 17892-1:2015-02","categories":["other"],"row_index":1,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Natural moisture content","search_en":"Ground Natural moisture content Gravimetric method PN-EN ISO 17892-1:2015-02","technique_en":"Gravimetric method","test_object_en":"Ground","search_zh":"土体 天然含水率 重量法 PN-EN ISO 17892-1:2015-02","technique_zh":"重量法","test_object_zh":"土体","methodology_zh":"天然含水率"},{"_id":"6a7d7a930636ba417e41b67e","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Grunty","methodology":"Granica plastyczności","parameters":[],"technique":"Metoda wałeczkowania","techniques":["Metoda wałeczkowania"],"computed":[],"activity":"Granica plastyczności\nMetoda wałeczkowania","reference":"PN-EN ISO 17892-12:2018-08","norm_bases":["PN-EN ISO 17892-12:2018-08"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Granica plastyczności\nMetoda wałeczkowania PN-EN ISO 17892-12:2018-08 Grunty Granica plastycznosci\nMetoda waleczkowania PN-EN ISO 17892-12:2018-08","categories":["other"],"row_index":2,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Yield strength","search_en":"Ground Yield strength Thread rolling method PN-EN ISO 17892-12:2018-08","technique_en":"Thread rolling method","test_object_en":"Ground","search_zh":"土体 屈服强度 搓条法 PN-EN ISO 17892-12:2018-08","test_object_zh":"土体","methodology_zh":"屈服强度","technique_zh":"搓条法"},{"_id":"6a7d7a930636ba417e41b67f","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Grunty","methodology":"Granica płynności","parameters":[],"technique":"Metoda penetrometru stożkowego","techniques":["Metoda penetrometru stożkowego"],"computed":[],"activity":"Granica płynności\nMetoda penetrometru stożkowego","reference":"PN-EN ISO 17892-12:2018-08","norm_bases":["PN-EN ISO 17892-12:2018-08"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Granica płynności\nMetoda penetrometru stożkowego PN-EN ISO 17892-12:2018-08 Grunty Granica plynnosci\nMetoda penetrometru stozkowego PN-EN ISO 17892-12:2018-08","categories":["other"],"row_index":3,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Liquid limit","search_en":"Ground Liquid limit Cone penetrometer method PN-EN ISO 17892-12:2018-08","technique_en":"Cone penetrometer method","test_object_en":"Ground","search_zh":"土体 液限 锥式贯入仪法 PN-EN ISO 17892-12:2018-08","test_object_zh":"土体","methodology_zh":"液限","technique_zh":"锥式贯入仪法"},{"_id":"6a7d7a930636ba417e41b680","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Grunty","methodology":"Granica płynności","parameters":[],"technique":"Metoda Casagrande’a","techniques":["Metoda Casagrande’a"],"computed":[],"activity":"Granica płynności\nMetoda Casagrande’a","reference":"PN-EN ISO 17892-12:2018-08","norm_bases":["PN-EN ISO 17892-12:2018-08"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Granica płynności\nMetoda Casagrande’a PN-EN ISO 17892-12:2018-08 Grunty Granica plynnosci\nMetoda Casagrande’a PN-EN ISO 17892-12:2018-08","categories":["other"],"row_index":4,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Liquid limit","search_en":"Ground Liquid limit Casagrande method PN-EN ISO 17892-12:2018-08","technique_en":"Casagrande method","test_object_en":"Ground","search_zh":"土体 液限 PN-EN ISO 17892-12:2018-08","test_object_zh":"土体","methodology_zh":"液限"},{"_id":"6a7d7a930636ba417e41b681","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Grunty","methodology":"Gęstość objętościowa","parameters":[],"technique":"Metoda pomiaru bezpośredniego","techniques":["Metoda pomiaru bezpośredniego"],"computed":[],"activity":"Gęstość objętościowa\nMetoda pomiaru bezpośredniego","reference":"PN-EN ISO 17892-2:2015-02","norm_bases":["PN-EN ISO 17892-2:2015-02"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Gęstość objętościowa\nMetoda pomiaru bezpośredniego PN-EN ISO 17892-2:2015-02 Grunty Gestosc objetosciowa\nMetoda pomiaru bezposredniego PN-EN ISO 17892-2:2015-02","categories":["other"],"row_index":5,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Bulk density","search_en":"Ground Bulk density Direct measurement method PN-EN ISO 17892-2:2015-02","technique_en":"Direct measurement method","test_object_en":"Ground","search_zh":"土体 堆积密度 直接测量法 PN-EN ISO 17892-2:2015-02","test_object_zh":"土体","methodology_zh":"堆积密度","technique_zh":"直接测量法"},{"_id":"6a7d7a930636ba417e41b682","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Grunty","methodology":"Gęstość właściwa","parameters":[],"technique":"Metoda piknometru cieczowego","techniques":["Metoda piknometru cieczowego"],"computed":[],"activity":"Gęstość właściwa\nMetoda piknometru cieczowego","reference":"PN-B-04481:1988 | PN-EN ISO 17892-3:2016-03","norm_bases":["PN-B-04481:1988","PN-EN ISO 17892-3:2016-03"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Gęstość właściwa\nMetoda piknometru cieczowego PN-B-04481:1988 | PN-EN ISO 17892-3:2016-03 Grunty Gestosc wlasciwa\nMetoda piknometru cieczowego PN-B-04481:1988 | PN-EN ISO 17892-3:2016-03","categories":["other"],"row_index":6,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Specific density","search_en":"Ground Specific density Liquid pycnometer method PN-B-04481:1988 | PN-EN ISO 17892-3:2016-03","technique_en":"Liquid pycnometer method","test_object_en":"Ground","search_zh":"土体 真密度 液体比重瓶法 PN-B-04481:1988 | PN-EN ISO 17892-3:2016-03","test_object_zh":"土体","methodology_zh":"真密度","technique_zh":"液体比重瓶法"},{"_id":"6a7d7a930636ba417e41b683","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Grunty","methodology":"Skład granulometryczny","parameters":[{"name":"Zakres","range":"(0,063 – 63,0) mm"}],"technique":"Metoda sitowa","techniques":["Metoda sitowa"],"computed":[],"activity":"Skład granulometryczny\nZakres (0,063 – 63,0) mm\nMetoda sitowa","reference":"PN-EN ISO 17892-4:2017-01","norm_bases":["PN-EN ISO 17892-4:2017-01"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Skład granulometryczny\nZakres (0,063 – 63,0) mm\nMetoda sitowa PN-EN ISO 17892-4:2017-01 Grunty Sklad granulometryczny\nZakres (0,063 – 63,0) mm\nMetoda sitowa PN-EN ISO 17892-4:2017-01","categories":["other"],"row_index":7,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Particle size distribution","parameters_en":[{"name":"Range","range":"(0,063 – 63,0) mm"}],"search_en":"Ground Particle size distribution Sieve method Range PN-EN ISO 17892-4:2017-01","technique_en":"Sieve method","test_object_en":"Ground","parameters_zh":[{"name":"范围","range":"(0,063 – 63,0) mm"}],"search_zh":"土体 粒度组成 筛析法 范围 PN-EN ISO 17892-4:2017-01","test_object_zh":"土体","methodology_zh":"粒度组成","technique_zh":"筛析法"},{"_id":"6a7d7a930636ba417e41b684","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Grunty","methodology":"Skład granulometryczny","parameters":[{"name":"Zakres","range":"(0,0 – 0,063) mm"}],"technique":"Metoda areometryczna","techniques":["Metoda areometryczna"],"computed":[],"activity":"Skład granulometryczny\nZakres (0,0 – 0,063) mm\nMetoda areometryczna","reference":"PN-EN ISO 17892-4:2017-01","norm_bases":["PN-EN ISO 17892-4:2017-01"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Skład granulometryczny\nZakres (0,0 – 0,063) mm\nMetoda areometryczna PN-EN ISO 17892-4:2017-01 Grunty Sklad granulometryczny\nZakres (0,0 – 0,063) mm\nMetoda areometryczna PN-EN ISO 17892-4:2017-01","categories":["other"],"row_index":8,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Particle size distribution","parameters_en":[{"name":"Range","range":"(0,0 – 0,063) mm"}],"search_en":"Ground Particle size distribution Hydrometer method Range PN-EN ISO 17892-4:2017-01","technique_en":"Hydrometer method","test_object_en":"Ground","parameters_zh":[{"name":"范围","range":"(0,0 – 0,063) mm"}],"search_zh":"土体 粒度组成 比重计法 范围 PN-EN ISO 17892-4:2017-01","test_object_zh":"土体","methodology_zh":"粒度组成","technique_zh":"比重计法"},{"_id":"6a7d7a930636ba417e41b685","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Grunty","methodology":"Utrata masy w wyniku prażenia","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Utrata masy w wyniku prażenia","reference":"PN-EN 17685-1:2023-08","norm_bases":["PN-EN 17685-1:2023-08"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Grunty Utrata masy w wyniku prażenia PN-EN 17685-1:2023-08 Grunty Utrata masy w wyniku prazenia PN-EN 17685-1:2023-08","categories":["other"],"row_index":9,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Loss of mass on ignition","search_en":"Ground Loss of mass on ignition PN-EN 17685-1:2023-08","test_object_en":"Ground","search_zh":"土体 PN-EN 17685-1:2023-08","test_object_zh":"土体"},{"_id":"6a7d7a930636ba417e41b686","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Kruszywa","methodology":"Skład ziarnowy","parameters":[{"name":"Zakres","range":"(0,063 - 90) mm"}],"technique":"Metoda przesiewania","techniques":["Metoda przesiewania"],"computed":[],"activity":"Skład ziarnowy\nZakres (0,063 - 90) mm\nMetoda przesiewania","reference":"PN-EN 933-1:2012","norm_bases":["PN-EN 933-1:2012"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Kruszywa Skład ziarnowy\nZakres (0,063 - 90) mm\nMetoda przesiewania PN-EN 933-1:2012 Kruszywa Sklad ziarnowy\nZakres (0,063 - 90) mm\nMetoda przesiewania PN-EN 933-1:2012","categories":["other"],"row_index":10,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Particle size distribution","parameters_en":[{"name":"Range","range":"(0,063 - 90) mm"}],"search_en":"Aggregates Particle size distribution Sieving method Range PN-EN 933-1:2012","technique_en":"Sieving method","test_object_en":"Aggregates","parameters_zh":[{"name":"范围","range":"(0,063 - 90) mm"}],"search_zh":"骨料 粒度分布 筛分法 范围 PN-EN 933-1:2012","test_object_zh":"骨料","methodology_zh":"粒度分布","technique_zh":"筛分法"},{"_id":"6a7d7a930636ba417e41b687","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Kruszywa","methodology":"Zawartość pyłów","parameters":[],"technique":"Metoda przesiewania","techniques":["Metoda przesiewania"],"computed":[],"activity":"Zawartość pyłów\nMetoda przesiewania","reference":"PN-EN 933-1:2012","norm_bases":["PN-EN 933-1:2012"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Kruszywa Zawartość pyłów\nMetoda przesiewania PN-EN 933-1:2012 Kruszywa Zawartosc pylow\nMetoda przesiewania PN-EN 933-1:2012","categories":["other"],"row_index":11,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Dust content","search_en":"Aggregates Dust content Sieving method PN-EN 933-1:2012","technique_en":"Sieving method","test_object_en":"Aggregates","search_zh":"骨料 粉尘含量 筛分法 PN-EN 933-1:2012","test_object_zh":"骨料","technique_zh":"筛分法","methodology_zh":"粉尘含量"},{"_id":"6a7d7a930636ba417e41b688","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Kruszywa","methodology":"Wskaźnik piaskowy","parameters":[],"technique":null,"techniques":[],"computed":[],"activity":"Wskaźnik piaskowy","reference":"PN-EN 933-8+A1:2015-07","norm_bases":["PN-EN 933-8+A1:2015-07"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Kruszywa Wskaźnik piaskowy PN-EN 933-8+A1:2015-07 Kruszywa Wskaznik piaskowy PN-EN 933-8+A1:2015-07","categories":["other"],"row_index":12,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Sand equivalent value","search_en":"Aggregates Sand equivalent value PN-EN 933-8+A1:2015-07","test_object_en":"Aggregates","search_zh":"骨料 砂当量 PN-EN 933-8+A1:2015-07","test_object_zh":"骨料","methodology_zh":"砂当量"},{"_id":"6a7d7a930636ba417e41b689","lab_id":"69ad52a3de79e566650fba5b","country":"PL","accr_number":"AB 1905","accr_body":"PCA","test_object":"Beton","methodology":"Wytrzymałość na ściskanie","parameters":[{"name":"Zakres","range":"(50 - 2000) kN"}],"technique":null,"techniques":[],"computed":[],"activity":"Wytrzymałość na ściskanie\nZakres (50 - 2000) kN","reference":"PN-EN 12390-3:2019-07","norm_bases":["PN-EN 12390-3:2019-07"],"lab_section":null,"lab_address":null,"regulatory_area":null,"flexible":false,"search_text":"Beton Wytrzymałość na ściskanie\nZakres (50 - 2000) kN PN-EN 12390-3:2019-07 Beton Wytrzymalosc na sciskanie\nZakres (50 - 2000) kN PN-EN 12390-3:2019-07","categories":["construction"],"row_index":13,"parse_version":4,"parse_source":"agent-claude-code","methodology_en":"Compressive strength","parameters_en":[{"name":"Range","range":"(50 - 2000) kN"}],"search_en":"Concrete Compressive strength Range PN-EN 12390-3:2019-07","test_object_en":"Concrete","methodology_zh":"抗压强度","parameters_zh":[{"name":"范围","range":"(50 - 2000) kN"}],"search_zh":"混凝土 抗压强度 范围 PN-EN 12390-3:2019-07","test_object_zh":"混凝土"}],"has_pdf":true}