EESTI AKREDITEERIMISKESKUS
|
|
- Lionel Barrett
- 6 years ago
- Views:
Transcription
1 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 1/16 EESTI AKREDITEERIMISKESKUS Lisa AS Teede Tehnokeskuse labori akrediteerimistunnistusele L036 ANNEX to the accreditation certificate L036 of the Laboratory of Technical Centre of Estonian Roads Ltd. 1. Akrediteerimisulatus on: Accreditation scope is: 1.1 Tallinna labori (aadress: Väike-Männiku 26) akrediteerimisulatus: Tallinn laboratory (address: Väike-Männiku 26) accreditation scope is given in the following table: 1 Täitematerjalide terakoostis ja peenosiste sisaldus Particle size distribution of aggregates and assessment of fines 2 Täitematerjali tera kuju (plaatsustegur) määramine Detemination of particle shape (flakiness index) of aggregates 3 Purustatud pindadega terade protsentuaalse sisalduse määramine jämetäitematerjalis Determination of percentage of crushed and broken surfaces in coarse aggregate particles EVS-EN (0,063 90) mm. EVS-EN (4 100) mm. EVS-EN (4 63) mm Täitematerjalide katsetamine ing of aggregates Sõelte läbindid ja peenosised f % Percent passing sieve (0 100) % Plaatsustegur Flakiness index FI (0 100) %. Purustatud terad C c, Crushed surfaces Täielikult purustatud terad C tc, Totally crushed surfaces Ümardunud terad C r Rounded surfaces Täielikult ümardunud terad C tr Totally rounded surfaces ( ) % R=1,6 % R 0,95 0,226*FI, massi% FI tähistab katsetulemust Mõõtevõime measurement capability* Purustatud ja ümardunud terad Crushed and rounded surfaces 8 % Täielikult purustatud terad Totally crushed surfaces 4 % Täielikult ümardunud terad Totally rounded surfaces 3 %
2 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 2/16 4 Peenosise hindamine. Metüleensinise katse. Assessment of fines. Methylen blue test. 5 Filleri terastikuline koostis (sõelanalüüs õhujoas) Grading of fillers (air jet sieving) 6 Täitematerjalide purunemiskindlus Resistance to fragmentation of aggregates 7 Veesisalduse määramine Determination of water content 8 Täitematerjalide terade tiheduse ja veeimavuse määramine Determination of particle density and water absorption EVS-EN (Lisa A) (0 0,125) mm EVS-EN (0,063 2) mm EVS-EN (LA meetod) ud s (4 50) mm. EVS-EN EVS-EN püknomeetrimeetod ud s (0,063 4) mm Värvaine kogus fraktsiooni kohta colorant amount for fraction MB F (1,7 50) g/kg Sõelte läbindid massiprotsentides Percent passing sieve (0 100) % LA tegur; LA RB tegur LA coefficient; LA RB coefficient (1 100) Veesisaldus w Water content w (0, ,0) massi % Terade näivtihedus ρ a Apparent particle density ρ a (1,00 3,50) Mg/m 3 Terade tihedus väljakuivatatud olekus ρ rd Oven-dried particle density ρ rd (1,00 3,50) Mg/m 3 Mõõtevõime measurement capability** 7 % R = 3,5 % R 0,17*X X tähistab katsetulemust Mõõtevõime measurement capability* 0,3 % Terade näivtihedus ρ a R = 0,067 Mg/m 3 Terade tihedus väljakuivatatud olekus ρ rd R = 0,085 Mg/m 3 Terade tihedus küllastatud pindkuivas olekus ρ ssd R = 0,070 Mg/m 3 Veeimavus WA 24 R = 1,2 %
3 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 3/16 9 Täitematerjalide kulumiskindlus. Põhjamaade katse Resistance to wear of aggregates. Nordic test 10 Täitematerjalide külmakindluse määramine Resistance to freezing and thawing of aggregates EVS-EN püknomeetrimeetod ud s (4 31,5) mm EVS-EN traatkorvmeetod ud s (4 63) mm EVS-EN püknomeetrimeetod LISA A ud s (0, ,5) mm EVS-EN ud s (8/11,2) mm, (11,2/16) mm. EVS-EN (4 63) mm Terade tihedus küllastatud pindkuivas olekus ρ ssd Saturated and surface-dried particle density ρ ssd (1,00 3,50) Mg/m 3 Veeimavus WA 24 Water absorption WA 24 (0 50) %. Terade kuivtihedus ρ p Particle drydensity ρ p (1,00 3,50) Mg/m 3 Kulumiskindluse väärtus A N Resistance to wear A N (0,1 100) %. Massikadu F Loss of mass F (0 100) %. Terade näivtihedus ρ a R = 0,044 Mg/m 3 Terade tihedus väljakuivatatud olekus ρ rd R = 0,042 Mg/m 3 Terade tihedus küllastatud pindkuivas olekus ρ ssd R = 0,049 Mg/m 3 Veeimavus WA 24 R = 0,4 % Terade näivtihedus ρ a R = 0,031 Mg/m 3 Terade tihedus väljakuivatatud olekus ρ rd R = 0,044 Mg/m 3 Terade tihedus küllastatud pindkuivas olekus ρ ssd R = 0,034 Mg/m 3 Veeimavus WA 24 R = 0,3 % R = 0,042 Mg/m 3 R 0,14A N 0,27 A N tähistab katsetulemust R = 0,07+0,62 X X tähistab katsetulemust
4 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 4/16 11 Külmakindluse määramine soolalahuses (NaCl) Determination of resistance to freezing and thawing in the presence of salt (NaCl) 12 Sidumata ja hüdrauliliselt seotud segude kuivtiheduse ja veesisalduse määramine Proctor-teim Reference density and water content of unbound and hydraulically bound mixtures Proctor compaction 13 Pinnaste granulomeetriline (tera) koostis Soils. Granulometric (grain size) distribution 14 Liivpinnaste filtratsioonimoodul Filtration factor of sandy soils 15 Filtratsioonimooduli määramine Determination of permeability 16 Pinnaste liigitamine Soil classification EVS-EN (4 16) mm EVS-EN (0 63) mm GOST (0,1 10) mm GOST (Lisa 5) (0 5) mm EVS (0 4) mm GOST (tabel Б.10 ja Б.12) Massikadu F NaCl Loss of mass F NaCl (0, ,0) % Kuivtihedus ρ d Reference density ρ d (1,00 3,00) Mg/m 3 Veesisaldus w Water content w (0,1 30) % Osajäägid sõeltel % Sieve residue % (0 100) % Filtratsioonimoodul K 10 Filtration factor K 10 (0,01 50) m/ööp Filtratsioonimoodul K 10 Coefficient of permeability, K 10 (0, ) m/ööp m/day R=(0,676*X+0,674)*2,78 X tähistab katsetulemust Kuivtihedus R=0,019 Mg/m 3 Veesisaldus R=0,719 % R=4,37 % Keskliiv Medium sand R=1,404 m/ööp Mõõtevõime measurement capability** 21 % 17 Betooni survetugevus. Concrete compressive strenght. GOST Survejõud force (50 Betooni katsetamine ing of concrete Survetugevus Compressive strength Mõõtevõime measurement capability** 4 %
5 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 5/16 18 Normaalbetooni külmakindlus Frost resistance of normalweight concrete 19 Kivistunud betooni katsetamine. kehade survetugevus. Compressive strenght of test specimens. 20 Kivistunud betooni katsetamine. Kivistunud betooni tihedus. Density of hardened concrete. 21 Kivistunud betooni katsetamine. Surve all oleva vee sissetungimissügavus ing of hardened concrete. Depth of penetration of water under pressure 3000) kn Kuubid cubes ( ) mm, Silindrid cylinders D=( ) mm (10 150) MPa EVS 814 Massikadu S 56 Loss of mass S 56 (0 10) kg/m 2 EVS-EN Survejõud force ( ) kn Kuubid cubes ( ) mm Kuubid cubes ( ) mm Silindrid cylinders D=50 mm, D=70 mm, D=100 mm, D=150 mm, h=(50 300) mm. EVS-EN Kuubid cubes ( )mm Kuubid cubes ( )mm EVS-EN Surve force ( ) kpa Survetugevus vahemikus Compressive strength (10 150) N/mm 2 Tihedus Density ( ) kg/m 3 Vee sissetungimissügavus Depth of penetration of water (1 150) mm R=31 % S 56 =1,0 kg/m 2 Kuubid cubes 100 mm R=15,1 % Kuubid cubes 150 mm R=13,2 % Silindrid cylinders R=11,7 % Kuubid cubes ( ) mm R=57 kg/m 3 Kuubid cubes ( )mm R=57 kg/m 3 Mõõtevõime measurement capability** 7 % vee sissetungimissügavusel at penetration depth 20 mm Metallmaterjalide katsetamine ing of metallic materials 22 Liiklusmärkide konstruktsiooni EVS-EN , p
6 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 6/16 toimivuse arvutuslik tõestamine Calculations for the verification of physical performance of road traffic signs 23 Survetugevuse määramine Determination of compressive strength 24 Müürikivi tute protsentuaalse pinna määramine (paberi muljumisjälje alusel) Determination of percentage area of voids in masoy units (by paper indentation) EVS-EN Survejõud force ( ) kn EVS-EN Survejõud force 3 kn Müürikivide katsetamine ing of masoy units Survetugevus Compressive strength (1,5 200) N/mm 2 Tute protsentuaalne pind Percentage area of voids (10 80) % Mõõtevõime measurement capability** 10 % Mõõtevõime measurement capability* 3 % 25 Betoonist, autoklaavitud poorbetoonist ja tehis- ning looduskivist müürikivide kapillaarse veeimavuse ning savitelliste veeimavuse algkiiruse määramine. Determination of water absorption of aggregate concrete, autoclaved aerated EVS-EN kehad maksimaalpinnaga specimens max area ( ) mm kehade mass Mass of specimen (0,2 600) kg Betoonist, poorbetoonist ja tehismüürikivide kapillarne veeimavus Water absorption of aggregate and aerated concrete masoy units Betoon- ja tehiskivid - (2 25) g/(m 2 s), poorbetoon - (10 300) g/(m 2 s) 0,5 R=3,8 %
7 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 7/16 concrete, manufactured stone and natural stone masoy units due to capillary action and the initial rate of water absorption of clay masoy units. Savitelliste veeimavuse algkiirus Initial rate of water absorption of clay masoy units (0,2 3,5) kg/(m 2 min) R=11,1 % 26 Müürikivide (välja arvatud looduslikud kivid) neto- ja brutokuivtiheduse määramine. Determination of net and gross dry density of masoy units (except for natural stone). 27 Müürikivide mõõtmete määramine. Determination of dimensions. 28 Silikaattelliste külmakindluse määramine. Determination of freeze-thaw resistance of calcium silicate masoy units 29 Silluste paindekandevõime ja nihkekandevõime määramine Determination of flexural resistance and shear resistance of lintels EVS-EN Müürikivid maksimaalsete mõõtmetega specimens max size ( ) mm mass mass (0,2 600) kg. Tihedus Density ( ) kg/m 3 Netotiheduse mõõtevõime measurement capability for net dry density** 10 % Brutotiheduse mõõtevõime measurement capability for gross dry density** 10 % EVS-EN ( ) mm Mõõtevõime measurement capability** 1 % EVS-EN temperatuur temperature (-20 25) ºC EVS-EN Survetugevuse muutus Change of compressive strength ( 20) % Painde- ja nihkekandevõime flexural and shear resistance (0,1 1000) kn Läbivajumine deflection (0,1 250) mm Mõõtevõime measurement capability** 15 % Mõõtevõime measurement capability** 2 %
8 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 8/16 30 Silluste mõõtmete ja kaarduvuse määramine Determination of dimensions and bow of lintels 31 Bituumensideainete penetratsiooni mõõtmine Needle penetration of bituminous binders. 32 Bituumensideainete pehmenemistäpi määramine Softening point of bituminous binders. 33 Bituumensideainete tingviskoossuse määramine Assumed viscosity of bituminous binders. EVS-EN Pikkus Length ( ) mm Laius, kõrgus Width, height ( ) mm Kaarduvus Bow (0, ,0) % Bituumensideainete katsetamine ing of bituminous binders EVS-EN 1426 Penetratsioon Needle penetration (1 500) x 0,1 mm EVS-EN 1427 EVS (LISA D) EVS-EN EVS-EN Pehmenemistäpp Softening point (30 150) 0 C Tingviskoossus V ting Assumed viscosity V ting (1 300) s Mõõtevõime measurement capability* Pikkuse Length 2 mm Laius, kõrgus Width, height 2 mm Kaarduvus Bow 0,2 % R=3 ut units penetratsioonil 25 ⁰ C at penetration 25 ⁰ C (1 50) x 0,1 mm R=6 % (keskmisest väärtusest, of mean value) penetratsioonil 25 ⁰ C at penetration 25 ⁰ C 50 x 0,1 mm R=8 % (keskmisest väärtusest, of mean value) penetratsioonil 15 ⁰ C at penetration 15 ⁰ C 50 x 0,1 mm Modifitseerimata bituumen unmodified bitumen R=2,0 ⁰ C Polümeermodifitseeritud bituumen polymer modified R=3,5 ⁰ C V ting = < 20 s R=7 s V ting = (20 40) s R= 40% (aritmeetilisest keskmisest tulemusest, of mean value) V ting = >40 s R= 40 % (aritmeetilisest keskmisest tulemusest, of mean value ) V ting = 20 s R=2 s V ting = > 20 s
9 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 9/16 R=10 % (keskmisest tulemusest, of mean value) 34 Bituumensideainete kinemaatilise viskoossuse määramine. Kinematic viscosity of bituminous binders. 35 Bituumensideaine dünaamilise viskoossuse määramine. Determination of dynamic viscosity by vacuum capillary. 36 Bituumensideainete murdumistäpp. Fraass breaking point of bituminous binders 37 Bituumensideainete leektäpp Clevelandi lahtise tiigli meetodil. Flash and fire points of bituminous binders. Cleveland open cup method. 38 Bituumensideaine kuumutuskatse RTFOT meetodil. Resistance to hardening of EVS-EN temperatuur T t temperature T t 60 C, 135 C EVS-EN Kinemaatiline viskoossus v Kinematic viscosity v ( ) mm 2 /s Dünaamiline viskoossus η Dynamic viscosity η (0, ) Pa s T t = 60 C pehme bituumen soft bitumen R=9 % (keskmisest tulemusest, of mean value) T t = 135 C v < 600 mm 2 /s R=6 % (keskmisest tulemusest, of mean value) v > 600 mm 2 /s R=9 % (keskmisest tulemusest, of mean value) η 2000 Pa s R=12 % (keskmisest tulemusest, of mean value) η < 2000 Pa s R=10 % (keskmisest tulemusest, of mean value) EVS-EN (-38 0) C R=6 C EVS-EN ISO 2592 (80 350) C R=17 C EVS-EN Kuumutustemperatuur Heating temperature Massi muutus Change in mass (0,1 10) % Jääkpenetratsioon 25 ⁰ C Retained penetration at 25 ⁰ C Massi muutus Change in mass >0,3 % ja <0,80 % R=0,20 % (absoluutväärtuse vahe, absolute) R=10% (absoluutväärtuse vahe, absolute)
10 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 10/16 bituminous binders under the influence of heat and air. RTFOT method. 39 Katioonsete bituumenemulsioonide lagunemisindeksi määramine, mineraalne filler Determination of breaking value of cationic bitumen emulsions, mineral filler 163 C Pehmenemistäpi muutus ⁰ C Increase in ring and ball softening point ⁰ C EVS-EN Asfaltsegu bituumeni sisaldus EVS-EN ja terakoostis. EVS-EN Binder content and particle size Terakoostis kuni distribution of bituminous Particle size until mixtures. 125 mm. Dünaamilise viskoossuse muutus 60 ⁰ C Ratio of dynamic viscosities at 60 ⁰ C Lagunemisindeks BV 100 g emulsiooni kohta Breaking value BV for 100 g of emulsion Asfaltsegude katsetamine ing of bituminous mixtures Bituumenisisaldus Bituminous content (0,1 99,9) % 6,5 ⁰ C R=2,0 6,5 ⁰ C R=4,0 R=20 % (keskmisest tulemusest, of mean value) R = 40 % (keskmisest tulemusest, of mean value) Sideainesisaldus bituminous content R=0,34 % Terakoostis particle size R=1,7 %
11 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 11/16 41 Bituumeni taastamine: rotatsioonaurusti. Bitumen recovery: Rotary evaporator EVS-EN eraldatud sideaine penetratsioon Needle penetration of recovered bituminous binders. EVS-EN 1426 Penetratsioon Needle penetration (1 500) x 0,1 mm R=0,27 x x on võrreldavate tulemuste keskmine is the average of results being compared - eraldatud sideaine pehmenemistäpp Softening point of recovered bituminous binders. 42 Asfaltsegu näiv erimass. Maximum density of bituminous mixtures. 43 Asfaltsegust proovikehade mahumass. Bulk density of bituminous specimen. 44 Asfaltsegude poorsusnäitajate määramine Determination of void characteristics of bituminous specimens 45 Nakke määramine bituumeni ja kivimaterjali vahel. Determination of the compatibility between EVS-EN 1427 EVS-EN Meetod A, meetod B Method A, method B EVS-EN Läbimõõt või küljemõõt Diameter or measure < 300 mm, kõrgus height < 300 mm Pehmenemistäpp Softening point ( ) 0 C EVS-EN Jäävpoorsus air voids content (0,1 50) % EVS-EN , rullpudeli meetod rolling bottle method Fraktsioonid Fractions R=3,4 0 C (1,000 5,000) Mg/m 3 R=0,022 Mg/m 3 ( ) kg/m 3 R=(22+0,6*A) kg/m 3 A 11,2 mm suurema mõõduga mineraalse täitematerjali sisaldus asfaltsegus massiprotsentides R=2,2 % (5 100) % R=30 %
12 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 12/16 aggregate and bitumen. 8/11 mm; 6,3/10 mm; 5,6/8 46 Asfaltsegude veekindluse määramine. Determination of the water sensitivity of bituminous specimens. 47 Kuluvuskindluse määramine. Pralli katse Abrasion by studded tyres 48 Asfaltsegu sideaine väljanõrgumine Binder drainage 49 Asfaltsegu katsetamine. Rattaroopa katse Wheel tracking 50 Kaudse tõmbetugevuse määramine Determination of the indirect tensile strenght. 51 Asfaltsegust proovikehade mõõtmete määramine Determination of the dimensions of a bituminous specimen 52 Proovikehade valmistamine Marshalli tambiga Specimen preparation by impact compactor mm EVS-EN Meetod A, method A Survejõud force (0,3 50) kn Kaudne tõmbetugevus Indirect tensile strength ( ) kpa EVS-EN Meetod A, method A EVS-EN Schellenbergi meetod method of Schellenberg EVS-EN väike seade meetod B Small size device, method B EVS-EN Survejõud force (0,3 50) kn (15 100) % R=23 % (1 250) ml R=27 % (0 10) % R=0,3 % WTS ( ) mm 10 3 koormustsükli kohta millimeter per 10 3 load cycles PRD (0 50) % Mõõtevõime measurement capability 25 % (WTS)** 5 % (PRD)* ( ) kpa Mõõtevõime measurement capability** 10 % EVS-EN (1 350) mm R=0,8 mm EVS-EN Proovikehade läbimõõt Specimen diameter 101,6 mm
13 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 13/16 53 Proovikehade valmistamine güraatortihendajaga Specimen preparation by gyratory compactor 54 Proovikehade valmistamine rulltihendajaga Specimen prepared by roller compactor 55 Asfaltsegust Marshallproovikehade stabiilsus ja voolavus. Stability and flow of Marshallspecimen. 56 Asfaltkatte paksuse määramine Determination of the thickness of a bituminous pavement. EVS-EN Proovikehade läbimõõt Specimen diameter 100 mm, 150 mm, 160 mm EVS-EN Proovikehade pikkus Specimen lenght 320 mm, 400 mm Proovikehade laius Specimen width 260 mm, 300 mm EVS-EN EVS-EN Pnk 4.1, clause 4.1 Stabiilsus stability (1 50) kn Voolavus flow (0,1 20) mm Stabiilsus stability R=2,2 kn Voolavus flow R=0,8 mm (1 1000) mm R=1,8 mm 1.2 Viljandi labori (aadress: Riia mnt 1) akrediteerimisulatus: Viljandi laboratory (address: Riia mnt 1) accreditation scope is given in the following table: 1 Täitematerjalide terakoostis ja peenosiste sisaldus Particle size distribution of aggregates and assessment of fines EVS-EN (0,063 90) mm. Täitematerjalide katsetamine ing of aggregates Sõelte läbindid ja peenosised f % Percent passing sieve (0 100) % Korratavuspiir Reproducibility limit R=1,6 %
14 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 14/16 Korratavuspiir Reproducibility limit 2 Täitematerjali tera kuju (plaatsustegur) määramine Detemination of particle shape (flakiness index) of aggregates 3 Purustatud pindadega terade protsentuaalse sisalduse määramine jämetäitematerjalis Determination of percentage of crushed and broken surfaces in coarse aggregate particles 4 Täitematerjalide purunemiskindlus Resistance to fragmentation of aggregates 5 Veesisalduse määramine Determination of water content 6 Täitematerjalide terade tiheduse ja veeimavuse määramine Determination of particle density and water absorption EVS-EN (4 100) mm. EVS-EN (4 63) mm EVS-EN (LA meetod) ud s (4 50) mm. EVS-EN EVS-EN püknomeetrimeetod ud s (0,063 4) mm Plaatsustegur Flakiness index FI (0 100) %. Purustatud terad C c, Crushed surfaces Täielikult purustatud terad C tc, Totally crushed surfaces Ümardunud terad C r Rounded surfaces Täielikult ümardunud terad C tr Totally rounded surfaces ( ) % LA tegur; LA RB tegur LA coefficient; LA RB coefficient (1 100) Veesisaldus w Water content w (0, ,0) massi % Terade näivtihedus ρ a Apparent particle density ρ a (1,00 3,50) Mg/m 3 Terade tihedus väljakuivatatud olekus ρ rd Oven-dried particle density ρ rd (1,00 3,50) Mg/m 3 R 0,95 0,226*FI, massi% FI tähistab katsetulemust Mõõtevõime measurement capability* Purustatud ja ümardunud terad Crushed and rounded surfaces 8 % Täielikult purustatud terad Totally crushed surfaces 4 % Täielikult ümardunud terad Totally rounded surfaces 3 % R 0,17*X X tähistab katsetulemust Mõõtevõime measurement capability* 0,3 % Terade näivtihedus ρ a R = 0,067 Mg/m 3 Terade tihedus väljakuivatatud olekus ρ rd R = 0,085 Mg/m 3 Terade tihedus küllastatud pindkuivas olekus ρ ssd R = 0,070 Mg/m 3 Veeimavus WA 24 R = 1,2 %
15 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 15/16 Korratavuspiir Reproducibility limit EVS-EN püknomeetrimeetod ud s (4 31,5) mm Terade tihedus küllastatud pindkuivas olekus ρ ssd Saturated and surface-dried particle density ρ ssd (1,00 3,50) Mg/m 3 Veeimavus WA 24 Water absorption WA 24 (0 50) %. Terade näivtihedus ρ a R = 0,044 Mg/m 3 Terade tihedus väljakuivatatud olekus ρ rd R = 0,042 Mg/m 3 Terade tihedus küllastatud pindkuivas olekus ρ ssd R = 0,049 Mg/m 3 Veeimavus WA 24 R = 0,4 % 7 Täitematerjalide kulumiskindlus. Põhjamaade katse Resistance to wear of aggregates. Nordic test EVS-EN pühnomeetrimeetod LISA A ud s (0, ,5) mm EVS-EN ud s (8/11,2) mm, (11,2/16) Terade kuivtihedus ρ p Particle drydensity ρ p (1,00 3,50) Mg/m 3 Kulumiskindluse väärtus A N Resistance to wear A N (0,1 100) %. R = 0,042 Mg/m 3 R 0,14A N 0,27 A N tähistab katsetulemust mm. Korratavuspiir on väljendatud 95 % tõenäosustasemel. Reproducibility limit are expressed on the probability level of 95 %. * mõõtevõime on väljendatud katsetulemuse väikseima laiendmääramatusena U (k=2, normaaljaotuse järgi) või selle suhtena tulemusse (tähistatud sümboliga **), mida labor võib igapäevatöös saavutada, kusjuures mõõteobjekti mõju on minimaalne *measurement capability is expressed as the smallest expanded uncertainty U (k=2, normal probability distribution) of measurement result or as the ratio of that to the measurement result (indicated by **) and can be achieved in routine work at minimal influence of the measurement object
16 Lisa akrediteerimistunnistusele L036 Annex to the accreditation certificate No L036 16/16 2. Toimivuse püsivuse hindamine ja kontrollimine määruse (EL) 305/2011 alusel* Tallinna laboris Assessment and verification of constancy of performance according to the regulation (EU) No 305/2011* in Tallinn laboratory Jrk, määratav parameeter, parameter determined 1 Painde- ja nihkekandevõime, läbivajumine Flexural and shear resistance, deflection 2 Survetugevus Compressive strength metoodika method TPHK süsteem AVCP system EVS-EN Sillused Lintels EVS-EN Toode Product standardile viitav tootestandard Product standard reffering to the test standard EVS-EN Müüritissillused Masoy lintels EVS-EN p 4.3 *labor vastab tabelis 2 toodud katsetegevuse osas määruse Artiklis 43 toodud nõuetele * in carrying out testing activities according to Table 2 the laboratory meets the requirements of Article 43 of this regulation 2. Labor on akrediteeritud standardi EVS-EN ISO/IEC 17025:2006 nõuete suhtes Laboratory is accredited against the requirements of standard EVS-EN ISO/IEC 17025:2006 Märkus: Käesolev lisa asendab välja antud lisa seoses akrediteerimisulatuse laiendamisega. Note: This annex replaces the annex issued on due to extention of accreditation scope. Kristiina Saarniit EAK juhataja Director of EAK Tallinnas, Paavo Ruzitš Peaassessor Lead Assessor
Aggregates Table 1 No. Title Options
Aggregates Table 1 BS EN 932-1 Methods for sampling From stockpiles BS EN 932-2 Methods for reducing laboratory samples BS EN 932-3 BS EN 933-1 BS EN 933-2 Procedure and terminology for simplified petrographic
More informationSTS Directory Accreditation number: STS 0329
International standard: ISO/IEC 17025:2005 Swiss standard: SN EN ISO/IEC 17025:2005 Laboroute SA Laboratoire de recherche et de contrôle des matériaux routiers Route de l Industrie 78 CH-1564 Domdidier
More informationSchedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
Schedule of ccreditation United Kingdom ccreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK ccredited to Wolverhampton Laboratory Millfields Road Ettingshall Wolverhampton
More informationSTS Directory Accreditation number: STS 0030
International standard: ISO/IEC 17025:2005 Swiss standard: SN EN ISO/IEC 17025:2005 BSL Baustofflabor AG Postgässli 23a 3661 Uetendorf Head: Felix Solcà Responsible for MS: Dr. Benjamin Kaeser Telephone:
More informationSTS Directory Accreditation number: STS 0099
International standard: ISO/IEC 7025:2005 Swiss standard: SN EN ISO/IEC 7025:2005 Prüflabor AG ( ) Rorschacherstrasse 07 9402 Mörschwil Subsidiary: Prüflabor AG ( 2) Müllheimerstrasse 5 8554 Müllheim-Wigoltingen
More informationThe Laboratory is qualified to update standards identifying the test procedures.
Page 1 of 19 The Laboratory is qualified to update standards identifying the test procedures. Tests: 2/1 Tensile test at ambient temperature IP No. 07002T001 (ČSN EN ISO 6892-1, ČSN EN ISO 15630-1, 2,
More informationSTS Directory Accreditation number: STS 0021
International standard: ISO/IEC 17025:2005 Swiss standard: SN EN ISO/IEC 17025:2005 LPM AG Labor für Prüfung und Materialtechnologie Tannenweg 10 5712 Beinwil am See Head: Responsible for MS: Ruedi Herren
More informationAndrew Cooper Cooper Research Technology. Talar du engelska?
Andrew Cooper Cooper Research Technology Talar du engelska? 1 Topics of this presentation EN12697-26 Stiffness EN12697-25 Cyclic compression EN12697-24 Fatigue EN12697-22 Wheel tracking EN12697 Specimen
More informationThe Laboratory is qualified to update standards identifying the test procedures.
Page 1 of 17 The Laboratory is qualified to update standards identifying the test procedures. Tests: 2/1 Tensile test at ambient temperature IP No. 07002T001 (ČSN EN ISO 6892-1, ČSN EN ISO 15630-1, 2,
More informationEESTI AKREDITEERIMISKESKUS ESTONIAN ACCREDITATION CENTRE
Lisa akrediteerimistunnistusele L034 1/9 EESTI AKREDITEERIMISKESKUS ESTONIAN ACCREDITATION CENTRE LISA Inspecta Estonia OÜ akrediteerimistunnistusele L034 ANNEX to the accreditation certificate L034 of
More informationJoint Stock Company Alzida Savanorių pr. 221, LT Vilnius, Lithuania
page 1 (13) Joint Stock Company Alzida Savanorių pr. 221, LT- 02300 Vilnius, Lithuania SCOPE OF ACCREDITATION (flexible) No. Name of the testing object Name of the parameters (characteristics) to be tested
More informationEESTI AKREDITEERIMISKESKUS ESTONIAN ACCREDITATION CENTRE
1 (6) EESTI AKREDITEERIMISKESKUS ESTONIAN ACCREDITATION CENTRE Lisa TTÜ energiatehnoloogia instituudi akrediteerimistunnistusele L028 ANNEX to the accreditation certificate L028 of Tallinn University of
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 13108-3:2007 Asfaltsegud. Materjali spetsifikatsioon. Osa 3: Pehme asfalt Bituminous mixtures - Material specifications - Part 3: Soft Asphalt EESTI STANDARDI EESSÕNA Käesolev Eesti
More informationSTS Directory Accreditation number: STS 0133
STS Directory Accreditation number: STS 033 International standard: ISO/IEC 7025:2005 Swiss standard: SN EN ISO/IEC 7025:2005 TFB AG Technology and research in concrete construction Lindenstrasse 0 503
More informationEESTI AKREDITEERIMISKESKUS ESTONIAN ACCREDITATION CENTRE
1 / 7 EESTI AKREDITEERIMISKESKUS ESTONIAN ACCREDITATION CENTRE LISA Tartu Ülikooli Katsekoja akrediteerimistunnistusele nr L151 ANNEX to the accreditation certificate No L151 of the ing Centre, University
More informationEESTI AKREDITEERIMISKESKUS
Leht Page 1(7) EESTI AKREDITEERIMISKESKUS LISA AS Ökosil akrediteerimistunnistusele nr. L091 of the Ökosil Ltd. 1. Akrediteerimisulatus on : Accreditation scope is: Nr. Määratavad näitajad Analysed parameters
More informationAn Introduction to Soil Stabilization for Pavements
An Introduction to Soil Stabilization for Pavements J. Paul Guyer, P.E., R.A. Paul Guyer is a registered mechanical engineer, civil engineer, fire protection engineer and architect with over 35 years experience
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 1097-9:2007 Täitematerjalide mehaaniliste ja füüsikaliste omaduste katsetamine. Osa 9: Kulumiskindluse määramine abrasiivsele hõõrdkulumisele naastrehvide toimel. Põhjamaade katse
More informationFiretect C. Fire protective products: Fire protective board
European Technical Assessment ETA-14/0293 Of /0 /201 Trade name of the construction product Product family to which the construction product belongs Manufacturer Manufacturing plants This European Technical
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 12591:2009 Bituumen ja bituumensideained. Teebituumenite spetsifikatsioonid Bitumen and bituminous binders - Specifications for paving grade bitumens EESTI STANDARDI EESSÕNA NATIONAL
More informationThe Laboratory is qualified to update standards identifying the test procedures. The Laboratory is qualified to carry out independent sampling.
Testing laboratory locations: 1. Testing Laboratory in Prague (0100) Prosecká 811/76a, 190 00 Praha 9 2. Testing Laboratory in České Budějovice (0200) 3. Testing Laboratory in Plzeň (0300) Zahradní 15,
More informationEESTI AKREDITEERIMISKESKUS ESTONIAN ACCREDITATION CENTRE
1/6 EESTI AKREDITEERIMISKESKUS ESTONIAN ACCREDITATION CENTRE LISA 9 OÜ Eesti Keskkonnauuringute Keskuse akrediteerimistunnistusele nr L008 ANNEX 9 to the accreditation certificate No. L008 of Estonian
More informationThe Laboratory is qualified to update standards identifying the test procedures. Test procedure/ method identification
Testing laboratory locations: 1. Testing Laboratory in Prague (0100) Prosecká 811/76a, 190 00 Praha 9 2. Testing Laboratory in České Budějovice (0200) 3. Testing Laboratory in Plzeň (0300) Zahradní 15,
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 14023:2010 Bituumen ja bituumensideained. Polümeermodifitseeritud bituumenite määratlemise alused Bitumen and bituminous binders - Framework specification for polymer modified EESTI
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 13383-1:2002 Armeeritud kivi. Osa 1: Spetsifikatsioon Armourstone - Part 1: Specification EESTI STANDARDIKESKUS EESTI STANDARDI EESSÕNA NATIONAL FOREWORD Käesolev Eesti standard EVS-EN
More informationSchedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
Schedule of ccreditation United Kingdom ccreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK ccredited to Laboratory locations: The Sherard Building Edmund Halley Road Oxford
More informationAggregate Testing Test List
Aggregate Testing - 2017 Test List Aggregate Mechanical and Physical Testing Aggregate Abrasion Value (AAV) BS EN 1097-8: Annex A Aggregate Crushing Value (ACV) BS 812: Part 110 Aggregate Impact Value
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 13108-3:2016 ASFALTSEGUD. MATERJALI SPETSIFIKATSIOON. OSA 3: PEHME ASFALT Bituminous mixtures - Material specifications - Part 3: Soft Asphalt EVS-EN 13108-3:2016 EESTI STANDARDI
More informationCompaction. Compaction purposes and processes. Compaction as a construction process
Compaction Compaction purposes and processes Specification and quality control Moisture condition value Compaction is a process that brings about an increase in soil density or unit weight, accompanied
More informationBitumen and bituminous binders - Specifications for paving grade bitumens
Irish Standard I.S. EN 12591:2009 Bitumen and bituminous binders - Specifications for paving grade bitumens NSAI 2009 No copying without NSAI permission except as permitted by copyright law. EN 12591:2009
More informationAggregate Testing Test List
Aggregate Testing - 2018 Test List Aggregate Mechanical and Physical Testing Aggregate Abrasion Value (AAV) BS EN 1097-8: Annex A Aggregate Crushing Value (ACV) BS 812: Part 110 Aggregate Impact Value
More informationProf. B V S Viswanadham, Department of Civil Engineering, IIT Bombay
08 Soil Compaction -1 Activity (After Bell, 1993) Swell-Shrinkage response of clay = f (Period, magnitude of precipitation and evapotranspiration) Kaolinite Smallest swelling capacity Illite May swell
More informationAPPLICATION BRIEF. Model 4140/4141 Gyratory Compactor Specimen Preparation in Superpave Mix Design. April 2009
APPLICATION BRIEF Model 4140/4141 Gyratory Compactor Specimen Preparation in Superpave Mix Design April 2009 Introduction From 1987 through 1993, the United States Strategic Highway Research Program (SHRP)
More informationIntroduction. A soil is an earth concrete. Composition of a soil
Introduction Soil is the result of the transformation of the underlying rock under the influence of a range of physical, chemical and biological processes related to biological and climatic conditions
More informationCOMPACTING SPECIMENS USING THE TEXAS GYRATORY COMPACTOR (TGC) PART I COMPACTING SPECIMENS USING THE TGC. Test Procedure for
Test Procedure for COMPACTING SPECIMENS USING THE TEXAS GYRATORY COMPACTOR Texas Department of Transportation TxDOT Designation: Tex-206-F Effective Dates: May 2010 October 2010. 1. SCOPE 1.1 Use Part
More informationEESTI AKREDITEERIMISKESKUS ESTONIAN ACCREDITATION CENTRE
1/5 EESTI AKREDITEERIMISKESKUS ESTONIAN ACCREDITATION CENTRE LISA Tallinna Tehnikaülikooli Energiatehnoloogia Instituudi akrediteerimistunnistusele nr I007 ANNEX to the accreditation certificate No I007
More informationLISA Tallinna Vesi AS akrediteerimistunnistusele nr L065 ANNEX to the accreditation certificate No L065 of Tallinn Water Ltd
LISA Tallinna Vesi AS akrediteerimistunnistusele nr L065 ANNEX to the accreditation certificate No L065 of Tallinn Water Ltd 1. Akrediteerimisulatus on: Accreditation scope is: 1.1 Vee keemiline analüüs
More informationRoad Soil. Curtis F. Berthelot Ph.D., P.Eng. Department of Civil Engineering. Road Soil Introduction
Road Soil Characterization ti By: Curtis F. Berthelot Ph.D., P.Eng. Department of Civil Engineering Road Soil Introduction Roads are constructed of layered heterogeneous multiphase geo-materials that exhibit
More informationCHAPTER 4 EXPERIMENTAL WORK 4.1 GENERAL
CHAPTER 4 EXPERIMENTAL WORK 4.1 GENERAL In the present chapter engineering properties of subgrade soils, moorum and aggregate used in the investigation are presented. The details of geotextiles and geogrids
More informationMeasure particle density, bulk density, and moisture content of a soil and to relate to total pore space.
LABORATORY 2 SOIL DENSITY I Objectives Measure particle density, bulk density, and moisture content of a soil and to relate to total pore space. II Introduction A Particle Density Soil particle density
More informationAPPENDIX E COMPACTION CHARACTERISTICS AND EQUIPMENT
APPENDIX E COMPACTION CHARACTERISTICS AND EQUIPMENT When the Materials Division designs a pavement structure, there are a number of factors that influence it s outcome. Projected traffic counts, percentage
More informationINTERNATIONAL STANDARD
INTERNATIONAL STANDARD IEC 60455-2 Edition 3.0 2015-06 Resin based reactive compounds used for electrical insulation Part 2: Methods of test INTERNATIONAL ELECTROTECHNICAL COMMISSION ICS 17.220.99; 29.035.01
More informationState of Nevada Department of Transportation Materials Division
State of Nevada Department of Transportation Materials Division METHOD OF TEST FOR THE DETERMINATION OF MAXIMUM DENSITY AND OPTIMUM MOISTURE CONTENT OF SOILS USING THE MODIFIED PROCTOR DEVICE SCOPE This
More informationSoil Structure, Density, and Porosity. Laboratory #4
Soil Structure, Density, and Porosity Laboratory #4 Objectives Understand the concept of soil structure and how it differs from soil texture. Understand how soil structure influences other soil properties.
More informationStudy of Soil Cement with Admixture Stabilization for Road Sub-Grade
IJIRST International Journal for Innovative Research in Science & Technology Volume 3 Issue 10 March 2017 ISSN (online): 2349-6010 Study of Soil Cement with Admixture Stabilization for Road Sub-Grade Rupesh
More informationNomenclature. 1.4 Sand equivalent dimensions measurement, weight measurement STN EN PP-001 X
Scope of the accreditation Name of the accredited body: Building testing and research institute, n. o. Studená 3, 821 04 Bratislava, Slovakia Testing laboratory ID Number: 31 821 987 Testing workplace
More informationIntroduction to Compaction
Introduction to Compaction By Wade McCone Copyright 2006 The Evergreen Marketing Group Includes material courtesy of Stone Construction Equipment Co.; used by permission Overview - Compaction Principles
More informationDarcy's law 16 Deformation 23-32, 53, 98-99, ; elastic 19-20, 148-
INDEX Aeration estimation 210-213; modeling 216-217 Aggregate breakup 20, 53-56 Aggregate bulk density 13 Aggregate size distribution 109 Aggregate stability 60-70, 83-86, 89, 90, 93, 224, 231, 240; rate
More informationSoil Mechanics Prof. B.V.S. Viswanadham Department of Civil Engineering Indian Institute of Technology, Bombay Lecture - 11 Compaction of Soils - 1
Soil Mechanics Prof. B.V.S. Viswanadham Department of Civil Engineering Indian Institute of Technology, Bombay Lecture - 11 Compaction of Soils - 1 Welcome to Compaction of Soils Part 1. Compaction is
More information1 Describe the concept of soil texture and its importance. 2 Determine the texture of a soil sample.
Interest Approach Provide students with various samples of soil. One sample should be nearly all sand, one nearly all clay, and one nearly all silt. Ask students to determine how the samples differ. Would
More informationLight Expanded Clay Aggregate
Light Expanded Clay Aggregate WHAT IS LECA: Leca is an acronym term for (light expanded Clay Aggregate) which is produced in rotary kiln at about 1200 degree centigrade. LECA is imported in india by GBC
More informationGreening the Built Environment. EXTENSIVE, INTENSIVE. Roof Garden. General Specifications
Greening the Built Environment www.fytogreen.com.au EXTENSIVE, INTENSIVE Roof Garden General Specifications GREENING THE BUILT ENVIRONMENT Fytogreen Extensive Roof Garden Specification The Extensive roof
More informationXEEPL. Enriching Technical Education PRODUCT CATALOGUE BITUMEN / ASPHALT / TRANSPORTATION LAB EQUIPMENT
XEEPL Enriching Technical Education PRODUCT CATALOGUE BITUMEN / ASPHALT / TRANSPORTATION LAB EQUIPMENT INDEX CEMENT-CONCRETE-AGGREGATE LAB EQUIPMENT 001 Blaine s Air Permeability Apparatus 024 Tile Flexure
More informationSVENSK STANDARD SS-EN 13924:2006. Bitumen och bituminösa bindemedel Krav på hård beläggningsbitumen, klass 10/20 och 15/25
SVENSK STANDARD SS-EN 13924:2006 Fastställd 2006-05-11 Utgåva 1 Bitumen och bituminösa bindemedel Krav på hård beläggningsbitumen, klass 10/20 och 15/25 Bitumen and bituminous binders Specifications for
More information3G Consultants. Water Resources Engineering. Highway Engineering. Urban Planning. Project Management Consultancy
3G Consultants Water Resources Engineering Highway Engineering Urban Planning Project Management Consultancy Introduction 3G-Consultants, is an ISO 9001:2008 certified Engineering consultancy firm providing
More informationSECTION PLANTING SOIL for SOIL CELLS. This specification defines material and performance requirements for soils which are to be used
This specification defines material and performance requirements for soils which are to be used within the Silva Cell system. The SPECIFICATION EDITOR must select the type of soil appropriate to each particular
More informationCHAPTER 1: INTRODUCTION. Road transport is an only means of transport that offers itself to the whole community
1 CHAPTER 1: INTRODUCTION 1.1 General Road transport is an only means of transport that offers itself to the whole community alike. It is accepted fact that of all the modes the transportation, road transport
More informationHydraulic Conductivity of Residual Soil-Cement Mix
IOP Conference Series: Materials Science and Engineering PAPER OPEN ACCESS Hydraulic Conductivity of Residual Soil-Cement Mix To cite this article: P Govindasamy and M R Taha 2016 IOP Conf. Ser.: Mater.
More informationPermeable Interlocking Pavers
Design Manual Chapter 5 - Roadway Design 5K - Permeable Interlocking Pavers 5K-1 Permeable Interlocking Pavers A. General Permeable pavements are designed to infiltrate runoff, whereas runoff sheds off
More informationConstruction of Interlocking Concrete Pavements
Tech Spec 2 Construction of Interlocking Concrete Pavements Purpose This technical bulletin gives construction guidelines to design professionals and contractors of interlocking concrete pavements. The
More informationPERFORMANCE EXAM CHECKLIST
EMBANKMENT AND BASE WAQTC FOP AASHTO T 255/T 265 (16) PERFORMANCE EXAM CHECKLIST TOTAL EVAPORABLE MOISTURE CONTENT OF AGGREGATE BY DRYING FOP FOR AASHTO T 255 LABORATORY DETERMINATION OF MOISTURE CONTENT
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 13880-2:2003 Hot applied joint sealants - Test methods - Part 2: Determination of cone penetration at 25 C Hot applied joint sealants - Test methods - Part 2: Determination of cone
More informationARCHITECTURAL PAVING STONE PRODUCT CATALOG
ARCHITECTURAL PAVING STONE PRODUCT CATALOG ARCHITECTURAL PAVING STONES - 360, H STREET, WASHINGTON, D.C. ARCHITECTURAL PAVING STONE Nitterhouse s high strength Architectural Pavers combine durability with
More informationA new test procedure to measure the soil-water characteristic curves using a small-scale centrifuge
A new test procedure to measure the soil-water characteristic curves using a small-scale centrifuge R. M. Khanzode, Graduate Student, University of Saskatchewan, Saskatoon, Canada, S7N 5A9 D.G. Fredlund,
More informationMETHOD OF TEST FOR PREPARATION OF MARSHALL SPECIMENS 3. APPARATUS. Canadian Council of Independent Laboratories June 2016 LS-261 R27 ASTM D
3. APPARATUS 3.1 METAL CONTAINERS: Of sufficient capacity, required for heating aggregates... 3.2 MARSHALL MOULDS: Conform to details shown in Figure 1... 3.3 COMPACTION HAMMER: Hand Type... Total mass
More informationAASHTO M Subsurface Drainage
Subsurface Drainage Description: This specification is applicable to placing a geotextile against the soil to allow long-term passage of water into a subsurface drain system retaining the in -situ soil.
More informationSoil Physical Properties I: Outline
Soil Physical Properties I: Outline Soil color See plates between pages 114 and 115 in textbook. Soil texture Soil structure Soil color Soil color provides clues to other soil properties and to soil conditions.
More informationSubgrade Preparation. Subgrade Preparation. Subgrade 3/27/2016. Tim Crosby: Grading Superintendent Chris DeJulio: Site Manager
Subgrade Preparation Tim Crosby: Grading Superintendent Chris DeJulio: Site Manager Subgrade Preparation What is Subgrade Subgrade verses Subbase Poor Subgrade Types of Subgrade preparation Grading Compaction
More informationSOIL DATA: Avondale. in Allen, TX. This information was taken from NRCS web soil survey of Collin County, Texas.
SOIL DATA: Avondale in Allen, TX This information was taken from NRCS web soil survey of Collin County, Texas. United States Department of Agriculture Soil Conservation Service in cooperation with Texas
More informationInternational Research Journal of Engineering and Technology (IRJET) e-issn: Volume: 04 Issue: 05 May p-issn:
International Research Journal of Engineering and Technology (IRJET) e-issn: 239-6 Volume: 4 Issue: May -217 www.irjet.net p-issn: 239-72 AN EXPERIMENTAL STUDY ON STRENGTH PROPERTIES OF VERMICULITE CONCRETE
More informationCAPPING OF A GOLD MINE IN ROSIA MONTANA, ROMANIA
Rosia Montana has always been rich in mineral resources, especially in gold. Unfortunately the accident at Baia Mare in 2000 brought home to Romanians the dangers of cyanide leaching due to the use of
More informationAdvanced Foundation Engineering. Introduction
Shahrood University of Technology Department of Geotechnical Engineering Advanced Foundation Engineering Introduction Mohsen Keramati, Ph.D. Assistant Professor 1 - Detailed Course Plan Introduction (Geotechnical
More informationGreening the Built Environment. EXTENSIVE, INTENSIVE. Roof Garden. General Specifications
Greening the Built Environment www.fytogreen.com.au EXTENSIVE, INTENSIVE Roof Garden General Specifications GREENING THE BUILT ENVIRONMENT Fytogreen Extensive Roof Garden Specification The Extensive roof
More informationSound absorption coefficient Equivalent sound absorption area Sound absorption coefficient Sound absorption class
Annex 1 to the Accreditation Certificate No. LA.01.028 issued on 18-12-2015, approved on 18-12-2015 by the Order No. AK-200 of Director of National Accreditation Bureau under the Ministry of 1 (8) pages
More informationLoading unsaturated soil. *Mohamed Abdellatif Ali Albarqawy 1)
The 2012 World Congress on Advances in Civil, Environmental, and Materials Research (ACEM 12) Seoul, Korea, August 26-30, 2012 Loading unsaturated soil *Mohamed Abdellatif Ali Albarqawy 1) 1) Faculty of
More informationA LABORATORY STUDY ON USE OF BITUMEN EMULSION IN BLACK SOIL
A LABORATORY STUDY ON USE OF BITUMEN EMULSION IN BLACK SOIL Satyendra kumar verma M.TECH, Civil Engineering, Mewar University, chittorgarh, rajasthan, India ---------------------------------------------------------------------***---------------------------------------------------------------------
More informationLecture-4. Soil Compaction. Dr. Attaullah Shah
Lecture-4 Soil Compaction Dr. Attaullah Shah 1 Compaction The process of bringing the soil particles closer to a dense state by mechanical means. The voids are reduced by expulsion of air and the soil
More informationDECLARATION OF PERFORMANCE
Edition 05.2014 Identification no. 02 08 02 02 001 0 000017 Version no. 02 EN 1504-2: 2004 EN 13813: 2002 13 0086 DECLARATION OF PERFORMANCE Sikafloor -24 PurCem EN 13813:2002 02 08 02 02 001 0 000017
More informationEAT 212 SOIL MECHANICS
EAT 212 SOIL MECHANICS Chapter 4: SHEAR STRENGTH OF SOIL PREPARED BY SHAMILAH ANUDAI@ANUAR CONTENT Shear failure in soil Drained and Undrained condition Mohr-coulomb failure Shear strength of saturated
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 1469:2005 Looduslikust kivist tooted. Välisvooderdusplaadid. Nõuded Natural stone products - Slabs for cladding - Requirements EESTI STANDARDIKESKUS EESTI STANDARDI EESSÕNA NATIONAL
More informationLABORI TEHNIKU KÄSIRAAMAT
Hardo Pajus LABORI TEHNIKU KÄSIRAAMAT LÕPUTÖÖ Tallinn 2016 Hardo Pajus LABORI TEHNIKU KÄSIRAAMAT LÕPUTÖÖ Ehitusteaduskond Teedeehituse eriala Tallinn 2016 Mina, Hardo Pajus..., tõendan, et lõputöö on minu
More informationEAK AKREDITEERITAVAD TAVAD VASTAVUSHINDAMISMENETLUSED EAK INF1 2016
EAK AKREDITEERITAVAD TAVAD VASTAVUSHINDAMISMENETLUSED MENETLUSED CONFORMITY ASSESSMENT ACTIVITIES ACCREDITABLE BY EAK EAK INF1 2016 Translation from Estonian Tallinn 2016 2/7 Authorship and principles
More informationE R O S I O N C O N T R O L
E R O S I O N C O N T R O L GEOTEXTILES T O U G H O V E R T I M E EROSION CONTROL 1.0 Features of PERMANENT PG 2 EROSION CONTROL 2.0 How Typar geotextiles PG 2 work 4.0 Installation guide PG 6 5.0 Overlap
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 14845-1:2007 Test methods for fibres in concrete - Part 1: Reference concretes Test methods for fibres in concrete - Part 1: Reference concretes EESTI STANDARDIKESKUS EESTI STANDARDI
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 725-9:2006 Spetsiaalne tehniline keraamika. Keraamiliste pulbermaterjalide katsemeetodid. Osa 9: Tihendamata puistetiheduse määramine Advanced technical ceramics - Methods of test
More informationMerrill Zwanka Geotechnical Materials Engineer SCDOT Research and Materials Lab February Definitions Sampling and Testing Classification
Soil as a Construction Material Merrill Zwanka Geotechnical Materials Engineer SCDOT Research and Materials Lab February 1999 Soil as a Construction Material Definitions Sampling and Testing Classification
More informationLightweight aggregates in Civil Engineering applications. Arnstein Watn Senior Scientist, SINTEF
Lightweight aggregates in Civil Engineering applications Arnstein Watn Senior Scientist, SINTEF SINTEF Independent Multiscience Research Institute About 1800 employees Closely linked to the Universities
More informationATT-19/95 MOISTURE-DENSITY RELATION, Standard Compaction, µm Material
1.0 Scope ATT-19/95 MOISTURE-DENSITY RELATION, Standard Compaction, + 5 000 µm Material 1.0 SCOPE This method describes the procedures for determining the maximum dry density and optimum moisture content
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN 1217:2000 Toiduainetega kokkupuutuvad materjalid ja tooted. Keraamiliste toodete veeimavuse katsemeetodid Materials and articles in contact with foodstuffs - Test methods for water
More informationMARQUETTE UNIVERSITY DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING LAB REPORT FORMAT
MARQUETTE UNIVERSITY DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING LAB REPORT FORMAT a. All reports must be typed and include the following sections in the order specified: Title Page Introduction
More informationasphalt applications European Asphalt Standards and their application in the UK mpa asphalt Asphalt Information Service Mineral Products Association
asphalt applications 12 European Standards and their application in the UK Information Service mpa asphalt November 2009 Mineral Products Association PD 6691 and the BS EN 13108 series Wherever a reference
More informationDeclaration of Performance
EN 1504-2:2004 09 0866 EN 13813 EN 1504-2:2004 DECLARATION OF PERFORMANCE 264 1. Product Type: Unique identification code of the product-type: 2. Type batch or serial number or any other element allowing
More informationSOILS SPEEDY 2000 MOISTURE TESTER MICROWAVE MOISTURE METER PERMEAMETER MODELS MODELS DESCRIPTION STANDARDS
118 SPEEDY 2000 MOISTURE TESTER The S1964 Speedy 2000 Moisture Tester combines the original S1962 20 gram Speedy Moisture Tester with an electronic balance to weigh the sample before placing in the tester.
More informationGEOTEXTILES FOR FILTERING WATER AND OIL FLUIDS
GEOTETILES FOR FILTERING WATER AND OIL FLUIDS J. Don Scott, Professor Emeritus Geotechnical Centre, Department of Civil & Environmental Engineering University of Alberta, Edmonton, Alberta, Canada, T6G
More informationThis document is a preview generated by EVS
EESTI STANDARD EVS-EN ISO 14453:2000 Tehnilised tselluloosid. Atsetoonis lahustuva aine sisalduse määramine Pulps - Determination of acetone-soluble matter EESTI STANDARDIKESKUS EESTI STANDARDI EESSÕNA
More informationATTACHMENT A BIORETENTION SOIL SPECIFICATION
1.00 BIORETENTION SOIL ATTACHMENT A BIORETENTION SOIL SPECIFICATION Bioretention soil shall achieve an initial infiltration rate of at least 8-inch per hour nor more than 20 inches per hour in situ and
More informationEuropean Technical Assessment
European Technical Assessment ETA 09/0250 Version 01 Date of issue: 2017-04-07 UBAtc Assessment Operator: Belgian Construction Certification Association Rue d Arlon 53-1040 Brussels www.bcca.be - info@bcca.be
More informationSubsoil conditions are examined using test borings, provided by soil engineer (geotechnical).
SOIL & FOUNDATION TYPES: Subsurface investigations: Subsoil conditions are examined using test borings, provided by soil engineer (geotechnical). Number of borings and location of borings depends on building
More informationSoil Stabilization by using Plastic Waste
Soil Stabilization by using Plastic Waste Arpitha G C 1, Dayanandha B V 2, Kiran kumar patil 3, Shruti Neeralagi 4 1 Head of the Department, 2,3,4 UG Students, Department of Civil Engineering, Amruta Institute
More informationThe world is built on infracrete
The world is built on infracrete soil stabilization & ground Improvement Is Your ground sufficiently load-bearing? does your project require a ground improvement or soil stabilization? are you annoyed
More information