🇵🇱 POLITECHNIKA RZESZOWSKA im. IGNACEGO ŁUKASIEWICZA PL
ConstructionEnvironmentMaterials & polymersMetrology & calibration
POLITECHNIKA RZESZOWSKA im. IGNACEGO ŁUKASIEWICZA is a laboratory accredited by PCA under number AB 1413 (Rzeszów, Poland). Its accreditation scope covers 28 test methods in the following areas: Construction, Environment, Materials & polymers, Metrology & calibration. Test objects include: Construction works – bridge structures (railway engineering structu…, Bars, wire rod and wire for the reinforcement of concrete, Construction works, Construction works and building elements. Most frequently used techniques: Direct measurement method, Indirect method.
At a glance
- Accreditation number: PCA AB 1413
- Methods in scope: 28
- Types of test objects: 11
- Techniques used: 2
- City: Rzeszów, Poland
- Accreditation number
- AB 1413
- Accreditation body
- PCA
- Address
- al. Powstańców Warszawy 12, 35-959 Rzeszów, WYDZIAŁOWE LABORATORIUM BADAŃ KONSTRUKCJI, ul. Poznańska 2, 35-959 Rzeszów
- City
- Rzeszów, Poland
What this laboratory tests (11)
- Construction works – bridge structures (railway engineering structures and road engineering structures) — 9 methods
- Bars, wire rod and wire for the reinforcement of concrete — 3 methods
- Construction works — 2 methods
- Construction works and building elements — 2 methods
- General environment - noise barriers ‘in situ’ — 2 methods
- General environment – noise from roads, railway lines, tram lines — 2 methods
- Metals — 2 methods
- Prestressing steel — 2 methods
- Welded reinforcing fabric — 2 methods
- Precast concrete, reinforced concrete and prestressed elements — 1 method
- Structures and structural elements — 1 method
Analytical techniques used (2)
- Direct measurement method — 3 methods
- Indirect method — 2 methods
Accreditation scope — test methods (28)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Construction works – bridge structures (railway engineering structures and road engineering structures) | Measurement of vertical displacements under static load Range do 300 mm Location of the reference point do 30 m Measurement using displacement sensors |
PB-01, wydanie 8 z 30.06.2015 | ||
| 2 | Construction works – bridge structures (railway engineering structures and road engineering structures) | Measurement of vertical displacements under static load Range do 300 mm Location of the reference point do 100 m Measurement using precise levelling |
PB-01, wydanie 8 z 30.06.2015 | ||
| 3 | Construction works – bridge structures (railway engineering structures and road engineering structures) | Measurement of vertical displacements under static load Range do 300 mm Location of the reference point do 300 m Measurement using an automatic electronic tacheometer |
PB-04, wydanie 1 z 15.05.2017 | ||
| 4 | Construction works – bridge structures (railway engineering structures and road engineering structures) | Measurement of support settlement under static load Range do 300 mm Location of the reference point do 100 m Measurement using precise levelling |
PB-01, wydanie 8 z 30.06.2015 | ||
| 5 | Construction works – bridge structures (railway engineering structures and road engineering structures) | Deflections of spans under static load Range (0 - 300) mm |
PB-01, wydanie 8 z 30.06.2015 | ||
| 6 | Construction works – bridge structures (railway engineering structures and road engineering structures) | Measurement of unit strains of structural members under static load Range ±2000 μm/m Measurement of strain/stress using electrical resistance strain gauges |
PB-02, wydanie 2 z 15.10.2014 | ||
| 7 | Construction works – bridge structures (railway engineering structures and road engineering structures) | Measurement of vertical displacements under dynamic loading Range ±25 mm Location of the reference point 20 m Measurement using displacement transducers |
PN-89/S-10050 | PN-S-10040:1999 | ||
| 8 | Construction works – bridge structures (railway engineering structures and road engineering structures) | Measurement of vibration accelerations of structural elements under dynamic loading Amplitudes: ±10 m/s2 vibration frequency (0,5 - 20) Hz Measurement of vibration accelerations using accelerometers |
PB-03, wydanie 2 z 15.10.2014 | ||
| 9 | Construction works – bridge structures (railway engineering structures and road engineering structures) | Measurement of unit strains of structural members under dynamic load Range ±2000 μm/m Measurement of strain/stress using electrical resistance strain gauges |
PB-02, wydanie 2 z 15.10.2014 | ||
| 10 | Construction works | Maximum value of vibration acceleration in 1/3 octave bands Frequency range (0,5 - 100) Hz Acceleration range: ±4,9 m/s2 pk |
Indirect method | PN-B-02170:1985 | PN-B-02170:2016-12 | |
| 11 | Construction works | RMS value of vibration acceleration in 1/3 octave bands Frequency range (0,5 - 80) Hz Acceleration range: ±4,9 m/s2 pk |
Indirect method | PN-B-02171:1988 | |
| 12 | General environment – noise from roads, railway lines, tram lines | A-weighted equivalent sound level A-weighted sound exposure level Range (25 – 129) dB |
Direct measurement method | Załącznik nr 3 do Rozporządzenia Ministra Środowiska z dnia 16.06.2011 r. (Dz.U. 2011 nr 140, poz. 824) z wyłączeniem punktu H (Dz.U. 2011 nr 288, poz. 1697) | |
| 13 | General environment – noise from roads, railway lines, tram lines | A-weighted equivalent sound pressure level for the reference time T expressed by the indicators LAeqD and LAeqN (calculated) | Załącznik nr 3 do Rozporządzenia Ministra Środowiska z dnia 16.06.2011 r. (Dz.U. 2011 nr 140, poz. 824) z wyłączeniem punktu H (Dz.U. 2011 nr 288, poz. 1697) | ||
| 14 | Construction works and building elements | Apparent sound reduction index R’, Standardized level difference DnT in octave and 1/3 octave bands, Range of centre frequencies: (50 - 5000) Hz | Direct measurement method | PN-EN ISO 140-4:2000 z wyłączeniem Załącznika C | PN-EN ISO 16283-1:2014-05 z wyłączeniem punktu 7.4 | PN-EN ISO 16283-1:2014-05/A1:2018-02 | PN-EN ISO 140-4:2000 z wyłączeniem Załącznika C | PN-EN ISO 16283-1:2014-05 z wyłączeniem punktu 7.4 | PN-EN ISO 16283-1:2014-05/A1:2018-02 | |
| 15 | Construction works and building elements | Weighted apparent sound reduction index R’w, Weighted standardized level difference DnT,w, Spectrum adaptation terms, C and Ctr (calculated) | PN-EN ISO 717-1:2021-06 z wyłączeniem Załączników D i E | PN-EN ISO 717-1:2021-06 z wyłączeniem Załączników D i E | ||
| 16 | General environment - noise barriers ‘in situ’ | A-weighted equivalent sound pressure level Range (25 – 130) dB Sound pressure level in octave / 1/3 octave bands Range (50 - 5000) Hz |
Direct measurement method | PN-ISO 10847:2002 | |
| 17 | General environment - noise barriers ‘in situ’ | Effectiveness of screens (calculated) | PN-ISO 10847:2002 | ||
| 18 | Metals | Mechanical properties: distinct yield strength Re, proof strength, plastic extension Rp, tensile strength Rm, percentage elongation after fracture A, percentage total extension at maximum force Agt, percentage reduction of area Z maximum force Fm force F do 600 kN Tensile test at room temperature |
PN-EN ISO 6892-1:2016-09 Metoda B | PN-EN ISO 6892-1:2020-05 Metoda B | ||
| 19 | Metals | Susceptibility to plastic deformation, Bend test | PN-EN ISO 7438:2006 | PN-EN ISO 7438:2021-04 | ||
| 20 | Bars, wire rod and wire for the reinforcement of concrete | Mechanical properties: distinct yield strength Re, proof strength, plastic extension Rp, tensile strength Rm, percentage elongation after fracture A, percentage total extension at maximum force Agt, maximum force Fm force F do 600 kN Tensile test at room temperature |
PN-EN ISO 6892-1:2016-09 Metoda B | PN-EN ISO 6892-1:2020-05 Metoda B | PN-EN ISO 15630-1:2011 p.5 | PN-EN ISO 15630-1:2019-04 p.5 | ||
| 21 | Bars, wire rod and wire for the reinforcement of concrete | Susceptibility to plastic deformation, Bend test | PN-EN ISO 7438:2006 | PN-EN ISO 7438:2021-04 | PN-EN ISO 15630-1:2011 p.6 | PN-EN ISO 15630-1:2019-04 p.6 | PN-EN ISO 7438:2021-04 | PN-EN ISO 15630-1:2011 p.6 | PN-EN ISO 15630-1:2019-04 p.6 | ||
| 22 | Welded reinforcing fabric | Mechanical properties: distinct yield strength Re, proof strength, plastic extension Rp, tensile strength Rm, percentage elongation after fracture A, percentage total extension at maximum force Agt, maximum force Fm force F do 600 kN Tensile test at room temperature |
PN-EN ISO 6892-1:2016-09 Metoda B | PN-EN ISO 6892-1:2020-05 Metoda B | PN-EN ISO 15630-2:2011 p.5 | PN-EN ISO 15630-2:2019-04 p.5 | ||
| 23 | Welded reinforcing fabric | Susceptibility to plastic deformation, Bend test | PN-EN ISO 7438:2006 | PN-EN ISO 7438:2021-04 | PN-EN ISO 15630-2:2011 p.6 | PN-EN ISO 15630-2:2019-04 p.6 | PN-EN ISO 7438:2021-04 | PN-EN ISO 15630-2:2011 p.6 | PN-EN ISO 15630-2:2019-04 p.6 | ||
| 24 | Prestressing steel | Mechanical properties: distinct yield strength Re, proof strength, plastic extension Rp, tensile strength Rm, percentage elongation after fracture A, percentage total extension at maximum force Agt, maximum force Fm force F do 600 kN Tensile test at room temperature |
PN-EN ISO 6892-1:2016-09 Metoda B | PN-EN ISO 6892-1:2020-05 Metoda B | PN-EN ISO 15630-3:2011 p.5 | PN-EN ISO 15630-3:2019-04 p.5 | ||
| 25 | Prestressing steel | Susceptibility to plastic deformation, Bend test | PN-EN ISO 7438:2006 | PN-EN ISO 7438:2021-04 | PN-EN ISO 15630-3:2011 p.6 | PN-EN ISO 15630-3:2019-04 p.6 | PN-EN ISO 7438:2021-04 | PN-EN ISO 15630-3:2011 p.6 | PN-EN ISO 15630-3:2019-04 p.6 | ||
| 26 | Structures and structural elements | Load-bearing capacity Force range (6 - 600) kN Deflection Displacement range do 300 mm Deformation Range ±2000 μm/m Bending test Shear test |
PB-05, wydanie 1 z 05.09.2023 | ||
| 27 | Precast concrete, reinforced concrete and prestressed elements | Load-bearing capacity Force range (6 - 600) kN Deflection Displacement range do 300 mm Deformation Range ±2000 μm/m Bend test |
PN-B 06281:1973 | ||
| 28 | Bars, wire rod and wire for the reinforcement of concrete | Ability to undergo plastic deformation, Unbending test | PN-EN ISO 15630-1:2019-04 p.7 | ||
Reference standards (34)
PB-01, wydanie 8 z 30.06.2015
PB-02, wydanie 2 z 15.10.2014
PB-03, wydanie 2 z 15.10.2014
PB-04, wydanie 1 z 15.05.2017
PB-05, wydanie 1 z 05.09.2023
PN-89/S-10050
PN-B 06281:1973
PN-B-02170:1985
PN-B-02170:2016-12
PN-B-02171:1988
PN-EN ISO 140-4:2000 z wyłączeniem Załącznika C
PN-EN ISO 15630-1:2011 p.5
PN-EN ISO 15630-1:2011 p.6
PN-EN ISO 15630-1:2019-04 p.5
PN-EN ISO 15630-1:2019-04 p.6
PN-EN ISO 15630-1:2019-04 p.7
PN-EN ISO 15630-2:2011 p.5
PN-EN ISO 15630-2:2011 p.6
PN-EN ISO 15630-2:2019-04 p.5
PN-EN ISO 15630-2:2019-04 p.6
PN-EN ISO 15630-3:2011 p.5
PN-EN ISO 15630-3:2011 p.6
PN-EN ISO 15630-3:2019-04 p.5
PN-EN ISO 15630-3:2019-04 p.6
PN-EN ISO 16283-1:2014-05 z wyłączeniem punktu 7.4
PN-EN ISO 16283-1:2014-05/A1:2018-02
PN-EN ISO 6892-1:2016-09 Metoda B
PN-EN ISO 6892-1:2020-05 Metoda B
PN-EN ISO 717-1:2021-06 z wyłączeniem Załączników D i E
PN-EN ISO 7438:2006
PN-EN ISO 7438:2021-04
PN-ISO 10847:2002
PN-S-10040:1999
Załącznik nr 3 do Rozporządzenia Ministra Środowiska z dnia 16.06.2011 r. (Dz.U. 2011 nr 140, poz. 824) z wyłączeniem punktu H (Dz.U. 2011 nr 288, poz. 1697)