🇵🇱 INSTYTUT BADAWCZY DRÓG I MOSTÓW PL

PCA AB 421 • Warszawa, Poland • 19 methods

Construction

INSTYTUT BADAWCZY DRÓG I MOSTÓW is a laboratory accredited by PCA under number AB 421 (Warszawa, Poland). Its accreditation scope covers 19 test methods in the following areas: Construction. Test objects include: Aggregates, Ground, Waterproofing, Growing medium. Most frequently used techniques: Method: direct tension, VSS plate loading method, Dynamic probe method DPL.

At a glance

Accreditation number: PCA AB 421
Methods in scope: 19
Types of test objects: 7
Techniques used: 11
City: Warszawa, Poland

Accreditation number: AB 421
Accreditation body: PCA
Address: LABORATORIUM GEOTECHNIKI I BADANIA PALI, ul. Instytutowa 1, 03-302 Warszawa
City: Warszawa, Poland

What this laboratory tests (7)

Aggregates — 6 methods
Ground — 5 methods
Waterproofing — 4 methods
Growing medium — 1 method
Pavement structural layers — 1 method
Piles — 1 method
Reinforced concrete piles — 1 method

Analytical techniques used (11)

Method: direct tension — 4 methods
VSS plate loading method — 2 methods
Dynamic probe method DPL — 1 method
Los Angeles method — 1 method
Method: bar sieves — 1 method
Method: direct — 1 method
Method: hydrometer analysis; Method: sieve analysis — 1 method
Method: Proctor — 1 method
Method: with the Schulz calliper — 1 method
Micro-Deval method — 1 method
Sieving method — 1 method

Accreditation scope — test methods (19)

No.	Test object	Methodology / Parameters	Technique	Reference document
Test methods
1	Ground	Grading Range (0- 0,063) mm Range (0,063-40) mm	Method: hydrometer analysis; Method: sieve analysis	PN-B-04481:1988
2	Ground	Optimum moisture content Maximum dry density of the soil skeleton Range (0,70 – 3,50) g/cm3	Method: Proctor	PN-B-04481:1988
3	Ground	Density index ID ID (0,1 - 1,0)	Dynamic probe method DPL	PN-B-04452:2002
4	Ground	Bearing ratio Range (0 – 100) %		PN-S-02205:1998 zał. A
5	Ground	Sand equivalent value Range (0 – 4) mm		PN-EN 933-8:2015-07
6	Aggregates	Frost resistance Range (8 – 63) mm	Method: direct	PN-B-06714-19:1978
7	Aggregates	Flakiness index Range (1 – 30) %	Method: bar sieves	PN-EN 933-3:2012
8	Aggregates	Shape index Range (4 – 80) mm	Method: with the Schulz calliper	PN-EN 933-4:2008
9	Aggregates	Resistance to fragmentation Range (4 – 50) mm	Los Angeles method	PN-EN 1097-2:2020-09
10	Aggregates	Abrasion resistance	Micro-Deval method	PN-EN 1097-1:2011
11	Aggregates	Particle size distribution Range (0-63) mm	Sieving method	PN-EN 933-1:2012
12	Pavement structural layers	Deformation modulus Load range (0,02 – 0,45) MPa	VSS plate loading method	Id-3:2009 zał. 2
13	Growing medium	Deformation modulus Load range (0,02 – 0,35) MPa	VSS plate loading method	PN-S-02205:1998 zał. B
14	Waterproofing	Maximum tensile force Force range (0,1 – 10) kN	Method: direct tension	PN-EN 12311-1:2001
15	Waterproofing	Elongation at maximum tensile force Force range (0,1 – 10) kN	Method: direct tension	PN-EN 12311-1:2001
16	Waterproofing	Breaking force in tearing Force range (0,1 – 10) kN	Method: direct tension	PB/TM-1/4:2013 wyd. 4 z dnia 12.12.2013 r.
17	Waterproofing	Shear strength of joints of bituminous membrane sheets Force range (0,1 – 10) kN	Method: direct tension	PB/TM-1/9:2013 wyd. 4 z dnia 12.12.2013 r.
18	Piles	Load-bearing capacity		PB/TF-1/1 wydanie 7 z dnia 10.07.2017 r. \| PN-83/B-02482
19	Reinforced concrete piles	Continuity of the shank		PB/TF-1/2 wydanie 5 z dnia 10.07.2017 r.

Reference standards (18)

Id-3:2009 zał. 2

PB/TF-1/1 wydanie 7 z dnia 10.07.2017 r.

PB/TF-1/2 wydanie 5 z dnia 10.07.2017 r.

PB/TM-1/4:2013 wyd. 4 z dnia 12.12.2013 r.

PB/TM-1/9:2013 wyd. 4 z dnia 12.12.2013 r.

PN-83/B-02482

PN-B-04452:2002

PN-B-04481:1988

PN-B-06714-19:1978

PN-EN 1097-1:2011

PN-EN 1097-2:2020-09

PN-EN 12311-1:2001

PN-EN 933-1:2012

PN-EN 933-3:2012

PN-EN 933-4:2008

PN-EN 933-8:2015-07

PN-S-02205:1998 zał. A

PN-S-02205:1998 zał. B