Ultra Series Rutiere - BCR Fisa Tehnica - Lafarge
Ultra Series Rutiere - BCR Fisa Tehnica - Lafarge
Ultra Series Rutiere - BCR Fisa Tehnica - Lafarge
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<strong>Fisa</strong> <strong>Tehnica</strong> Beton Clasa BcR 3.5 Technical Datasheet Concrete Type BcR 3.5<br />
FISA TEHNICA PRODUS<br />
TECHNICAL PRODUCT DATASHEET<br />
Clasa beton proiectata : <strong>BCR</strong> 3.5 Designed concrete class: <strong>BCR</strong> 3.5<br />
Ciment utilizat : I42.5R Cement: I42.5R<br />
Granula maxima : 31.5 Max size of aggregates : 31.5<br />
Raport maxim A/C: 0.45 Max W/C Ratio: 0.45<br />
Aditivi utilizati: antrenor de aer Admixtures used: air-entraining<br />
Aditiv antrenor de aer (cat este necesar) pentru 4.5% aer Air-entraining admixture: (as required) for 4.5% air<br />
Clasa de consistenta: S2(T3) Consistency range : S2(T3)<br />
Valoare consistenta [mm]: 50-90mm Slump Value [mm]: 50-90mm<br />
Agregate utilizate : de balastiera Aggregates: natural aggregates<br />
Densitate aparenta in stare proaspata [kg/mc] 2300-2340 Fresh apparent density [kg/mc]: 2300-2340<br />
Mod vibrare : ENERGIC Vibration mode: ENERGIC<br />
Tip Transport: Autobetoniera Transport Type: Mixer Truck<br />
Durata de transport:<br />
Transport Time:<br />
** va tine cont de perioada anului, temperatura exterioara, cerinte specifice ale santierului **will take into account the time of year, air temperature, specific site requirements<br />
max. 35 min 10°C > T < 30°C max. 35 min 10°C > T < 30°C<br />
max. 50 min T< 10°C max. 50 min T< 10°C<br />
Rezistenta la incovoiere:<br />
Flexural Strenght:<br />
- la varsta de 3 zile : min. 1.8 N/mmp - at age of 3 days : min. 1.8 N/mmp<br />
- la varsta de 7 zile : min. 2.6 N/mmp - at age of 7 days : min. 2.6 N/mmp<br />
- la varsta de 28 zile : min. 3.5 N/mmp - at age of 28 days : min. 3.5 N/mmp<br />
Rezistenta la compresiune:<br />
Compressive Strenght:<br />
- la varsta de 3 zile : min. 15 N/mmp - at age of 3 days : min. 15 N/mmp<br />
- la varsta de 7 zile : min. 23 N/mmp - at age of 7 days : min. 23 N/mmp<br />
- la varsta de 28 zile : min. 30 N/mmp - at age of 28 days : min. 30 N/mmp<br />
Aplicatii la interior si exterior, in elemente expuse la inghet-dezghet, in medii cu agresivitate chimica<br />
moderata si cu solicitare intensa la uzura;<br />
Drumuri si strazi cu trafic usor;<br />
CARACTERISTICI FIZICO-MECANICE<br />
DOMENII DE UTILIZARE<br />
Betoane utilizate in straturile de rezistenta si uzura ale strazilor cu o banda de circulatie si alei<br />
carosabile;<br />
Locuri de stationare, platforme de parcare si portuare;<br />
Garaje & parkinguri.<br />
Indoor and outdoor applications, in elements subjected to freezing-and-thawing cycles,<br />
environments exposed to moderate chemical aggression and high wear applications;<br />
Roads and streets with light traffic;<br />
Se poate pune in opera cu pompa: NU Can be discharged by pump: NO<br />
Se poate finisa mecanizat<br />
(elicopterizare):<br />
DA Power trowel can be used: YES<br />
RECOMANDARI<br />
PHYSICO-MECHANICAL PROPERTIES<br />
APPLICATIONS<br />
Concrete platforms used in layers and wear resistance of the streets with one lane roads and<br />
alleys;<br />
Stationary places, platforms and port parking;<br />
Garages & parking places.<br />
RECOMMENDATIONS<br />
In perioada de timp friguros la temperaturi ale aerului mai mici de + 5°C nu se recomanda turnarea<br />
betoanelor rutiere.<br />
Pentru perioada de timp calduros se recomanda prepararea mixului cu aditiv intarzietor de priza<br />
intr-un dozaj recomandat de producatorul de aditiv si testat in prealabil in laborator.<br />
During the cold weather at air temperatures below + 5°C it is not recommend to pour concrete for<br />
roads.<br />
In hot periods present mix design is to be done with Retarder Accelerator Admixture Type, in a<br />
dosage recommended by admixture supplier and tested at concrete plant laboratory.<br />
Conform : NE 014-2002 According with : NE 014-2002
<strong>Fisa</strong> <strong>Tehnica</strong> Beton Clasa BcR 4 Technical Datasheet Concrete Type BcR 4<br />
FISA TEHNICA PRODUS<br />
TECHNICAL PRODUCT DATASHEET<br />
Clasa beton proiectata : <strong>BCR</strong> 4 Designed concrete class: <strong>BCR</strong> 4<br />
Ciment utilizat : I42.5R Cement: I42.5R<br />
Granula maxima : 31.5 Max size of aggregates : 31.5<br />
Raport maxim A/C: 0.45 Max W/C Ratio: 0.45<br />
Aditivi utilizati: antrenor de aer Admixtures used: air-entraining<br />
Aditiv antrenor de aer (cat este necesar) pentru 4.5% aer Air-entraining admixture: (as required) for 4.5% air<br />
Clasa de consistenta: S2(T3) Consistency range : S2(T3)<br />
Valoare consistenta [mm]: 50-90mm Slump Value [mm]: 50-90mm<br />
Agregate utilizate : de balastiera Aggregates: natural aggregates<br />
Densitate aparenta in stare proaspata [kg/mc] 2300-2340 Fresh apparent density [kg/mc]: 2300-2340<br />
Mod vibrare : ENERGIC Vibration mode: ENERGIC<br />
Tip Transport: Autobetoniera Transport Type: Mixer Truck<br />
Durata de transport:<br />
Transport Time:<br />
** va tine cont de perioada anului, temperatura exterioara, cerinte specifice ale santierului **will take into account the time of year, air temperature, specific site requirements<br />
max. 35 min 10°C > T < 30°C max. 35 min 10°C > T < 30°C<br />
max. 50 min T< 10°C max. 50 min T< 10°C<br />
Rezistenta la incovoiere:<br />
Flexural Strenght:<br />
- la varsta de 3 zile : min. 2 N/mmp - at age of 3 days : min. 2 N/mmp<br />
- la varsta de 7 zile : min. 3 N/mmp - at age of 7 days : min. 3 N/mmp<br />
- la varsta de 28 zile : min. 4 N/mmp - at age of 28 days : min. 4 N/mmp<br />
Rezistenta la compresiune:<br />
Compressive Strenght:<br />
- la varsta de 3 zile : min. 17.5 N/mmp - at age of 3 days : min. 17.5 N/mmp<br />
- la varsta de 7 zile : min. 26 N/mmp - at age of 7 days : min. 26 N/mmp<br />
- la varsta de 28 zile : min. 35 N/mmp - at age of 28 days : min. 35 N/mmp<br />
Betoane utilizate in straturile de rezistenta si uzura ale strazilor cu doua benzi de circulatie si alei<br />
carosabile;<br />
Drumuri si platforme industriale, platforme de parcare si portuare;<br />
Drumuri si strazi cu trafic usor sau mediu;<br />
CARACTERISTICI FIZICO-MECANICE<br />
DOMENII DE UTILIZARE<br />
Aplicatii la interior si exterior, in elemente expuse la inghet-dezghet, in medii cu agresivitate chimica<br />
moderata si cu solicitare intensa la uzura;<br />
Garaje & parkinguri.<br />
Roads or platforms in industrial sites, platforms and port parking;<br />
Roads and streets with medium or light traffic;<br />
Se poate pune in opera cu pompa: NU Can be discharged by pump: NO<br />
Se poate finisa mecanizat<br />
(elicopterizare):<br />
DA Power trowel can be used: YES<br />
RECOMANDARI<br />
PHYSICO-MECHANICAL PROPERTIES<br />
APPLICATIONS<br />
Indoor and outdoor applications, in elements subjected to freezing-and-thawing cycles,<br />
environments exposed to moderate chemical aggression and high wear applications;<br />
Concrete platforms used in layers and wear resistance of the streets opperating with two traffic<br />
lanes and alleys;<br />
Garages & parking places.<br />
RECOMMENDATIONS<br />
In perioada de timp friguros la temperaturi ale aerului mai mici de + 5°C nu se recomanda turnarea<br />
betoanelor rutiere.<br />
Pentru perioada de timp calduros se recomanda prepararea mixului cu aditiv intarzietor de priza<br />
intr-un dozaj recomandat de producatorul de aditiv si testat in prealabil in laborator.<br />
During the cold weather at air temperatures below + 5°C it is not recommend to pour concrete for<br />
roads.<br />
In hot periods present mix design is to be done with Retarder Accelerator Admixture Type, in a<br />
dosage recommended by admixture supplier and tested at concrete plant laboratory.<br />
Conform : NE 014-2002 According with : NE 014-2002
<strong>Fisa</strong> <strong>Tehnica</strong> Beton Clasa BcR 4.5 Technical Datasheet Concrete Type BcR 4.5<br />
FISA TEHNICA PRODUS<br />
TECHNICAL PRODUCT DATASHEET<br />
Clasa beton proiectata : <strong>BCR</strong> 4.5 Designed concrete class: <strong>BCR</strong> 4.5<br />
Ciment utilizat : I42.5R Cement: I42.5R<br />
Granula maxima : 31.5 Max size of aggregates : 31.5<br />
Raport maxim A/C: 0.45 Max W/C Ratio: 0.45<br />
Aditivi utilizati: antrenor de aer Admixtures used: air-entraining<br />
Aditiv antrenor de aer (cat este necesar) pentru 4.5% aer Air-entraining admixture: (as required) for 4.5% air<br />
Clasa de consistenta: S2(T3) Consistency range : S2(T3)<br />
Valoare consistenta [mm]: 50-90mm Slump Value [mm]: 50-90mm<br />
Agregate utilizate : nisip natural + agregate concasate Aggregates: natural sand + crushed aggregates<br />
Densitate aparenta in stare proaspata [kg/mc] 2300-2340 Fresh apparent density [kg/mc]: 2300-2340<br />
Mod vibrare : ENERGIC Vibration mode: ENERGIC<br />
Tip Transport: Autobetoniera Transport Type: Mixer Truck<br />
CARACTERISTICI FIZICO-MECANICE<br />
Durata de transport:<br />
Transport Time:<br />
** va tine cont de perioada anului, temperatura exterioara, cerinte specifice ale santierului **will take into account the time of year, air temperature, specific site requirements<br />
max. 35 min 10°C > T < 30°C max. 35 min 10°C > T < 30°C<br />
max. 50 min T< 10°C max. 50 min T< 10°C<br />
Rezistenta la incovoiere:<br />
Flexural Strenght:<br />
- la varsta de 3 zile : min. 2.3 N/mmp - at age of 3 days : min. 2.3 N/mmp<br />
- la varsta de 7 zile : min. 3.4 N/mmp - at age of 7 days : min. 3.4 N/mmp<br />
- la varsta de 28 zile : min. 4.5 N/mmp - at age of 28 days : min. 4.5 N/mmp<br />
Rezistenta la compresiune:<br />
Compressive Strenght:<br />
- la varsta de 3 zile : min. 20 N/mmp - at age of 3 days : min. 20 N/mmp<br />
- la varsta de 7 zile : min. 30 N/mmp - at age of 7 days : min. 30 N/mmp<br />
- la varsta de 28 zile : min. 40 N/mmp - at age of 28 days : min. 40 N/mmp<br />
DOMENII DE UTILIZARE<br />
PHYSICO-MECHANICAL PROPERTIES<br />
APPLICATIONS<br />
Aplicatii la interior si exterior, in elemente expuse la inghet-dezghet, in medii cu agresivitate chimica<br />
moderata si cu solicitare intensa la uzura;<br />
Autostrazi, drumuri si strazi cu trafic mediu, greu sau foarte greu;<br />
Drumuri si platforme industriale cu trafic greu;<br />
Drumuri de exploatare cu doua benzi de circulatie cu trafic greu sau foarte greu;<br />
Indoor and outdoor applications, in elements subjected to freezing-and-thawing cycles,<br />
environments exposed to moderate chemical aggression and high wear applications;<br />
Highways, roads and streets with medium or heavy traffic or very hard roads;<br />
Roads or platforms in industrial sites with heavy traffic;<br />
Service roads with two traffic lanes with heavy or very hard traffic;<br />
Piste, cai de rulare si platforme pentru aeroporturi interne sau internationale.<br />
Runways, taxiways and platforms for domestic or international airports.<br />
Se poate pune in opera cu pompa: NU Can be discharged by pump: NO<br />
Se poate finisa mecanizat<br />
(elicopterizare):<br />
DA Power trowel can be used: YES<br />
RECOMANDARI<br />
RECOMMENDATIONS<br />
In perioada de timp friguros la temperaturi ale aerului mai mici de + 5°C nu se recomanda turnarea<br />
betoanelor rutiere.<br />
Pentru perioada de timp calduros se recomanda prepararea mixului cu aditiv intarzietor de priza<br />
intr-un dozaj recomandat de producatorul de aditiv si testat in prealabil in laborator.<br />
During the cold weather at air temperatures below + 5°C it is not recommend to pour concrete for<br />
roads.<br />
In hot periods present mix design is to be done with Retarder Accelerator Admixture Type, in a<br />
dosage recommended by admixture supplier and tested at concrete plant laboratory.<br />
Conform : NE 014-2002 According with : NE 014-2002
<strong>Fisa</strong> <strong>Tehnica</strong> Beton Clasa BcR 5 Technical Datasheet Concrete Type BcR 5<br />
FISA TEHNICA PRODUS<br />
TECHNICAL PRODUCT DATASHEET<br />
Clasa beton proiectata : <strong>BCR</strong> 5 Designed concrete class: <strong>BCR</strong> 5<br />
Ciment utilizat : I42.5R Cement: I42.5R<br />
Granula maxima : 31.5 Max size of aggregates : 31.5<br />
Raport maxim A/C: 0.45 Max W/C Ratio: 0.45<br />
Aditivi utilizati: antrenor de aer Admixtures used: air-entraining<br />
Aditiv antrenor de aer (cat este necesar) pentru 4.5% aer Air-entraining admixture: (as required) for 4.5% air<br />
Clasa de consistenta: S2(T3) Consistency range : S2(T3)<br />
Valoare consistenta [mm]: 50-90mm Slump Value [mm]: 50-90mm<br />
Agregate utilizate : nisip natural + cribluri Aggregates: natural sand + crushed aggregates<br />
Densitate aparenta in stare proaspata [kg/mc] 2300-2340 Fresh apparent density [kg/mc]: 2300-2340<br />
Mod vibrare : ENERGIC Vibration mode: ENERGIC<br />
Tip Transport: Autobetoniera Transport Type: Mixer Truck<br />
CARACTERISTICI FIZICO-MECANICE<br />
Durata de transport:<br />
Transport Time:<br />
** va tine cont de perioada anului, temperatura exterioara, cerinte specifice ale santierului **will take into account the time of year, air temperature, specific site requirements<br />
max. 35 min 10°C > T < 30°C max. 35 min 10°C > T < 30°C<br />
max. 50 min T< 10°C max. 50 min T< 10°C<br />
Rezistenta la incovoiere:<br />
Flexural Strenght:<br />
- la varsta de 3 zile : min. 2.5 N/mmp - at age of 3 days : min. 2.5 N/mmp<br />
- la varsta de 7 zile : min. 3.8 N/mmp - at age of 7 days : min. 3.8 N/mmp<br />
- la varsta de 28 zile : min. 5.0 N/mmp - at age of 28 days : min. 5.0 N/mmp<br />
Rezistenta la compresiune:<br />
Compressive Strenght:<br />
- la varsta de 3 zile : min. 22.5 N/mmp - at age of 3 days : min. 22.5 N/mmp<br />
- la varsta de 7 zile : min. 33.8 N/mmp - at age of 7 days : min. 33.8 N/mmp<br />
- la varsta de 28 zile : min. 45 N/mmp - at age of 28 days : min. 45 N/mmp<br />
DOMENII DE UTILIZARE<br />
PHYSICO-MECHANICAL PROPERTIES<br />
APPLICATIONS<br />
Aplicatii la interior si exterior, in elemente expuse la inghet-dezghet, in medii cu agresivitate chimica<br />
moderata si cu solicitare intensa la uzura;<br />
Autostrazi, drumuri si strazi cu trafic greu sau foarte greu;<br />
Drumuri si platforme industriale cu trafic greu sau foarte greu;<br />
Drumuri de exploatare cu doua benzi de circulatie cu trafic greu sau foarte greu;<br />
Indoor and outdoor applications, in elements subjected to freezing-and-thawing cycles,<br />
environments exposed to moderate chemical aggression and high wear applications;<br />
Highways, roads and streets with heavy traffic or very hard roads;<br />
Roads or platforms in industrial sites with heavy traffic or very hard roads;<br />
Service roads with two traffic lanes with heavy or very hard traffic;<br />
Piste, cai de rulare si platforme pentru aeroporturi interne sau internationale.<br />
Se poate pune in opera cu pompa: NU Can be discharged by pump: NO<br />
Se poate finisa mecanizat<br />
(elicopterizare):<br />
DA Power trowel can be used: YES<br />
RECOMANDARI<br />
Runways, taxiways and platforms for domestic or international airports.<br />
RECOMMENDATIONS<br />
In perioada de timp friguros la temperaturi ale aerului mai mici de + 5°C nu se recomanda turnarea<br />
betoanelor rutiere.<br />
Pentru perioada de timp calduros se recomanda prepararea mixului cu aditiv intarzietor de priza<br />
intr-un dozaj recomandat de producatorul de aditiv si testat in prealabil in laborator.<br />
During the cold weather at air temperatures below + 5°C it is not recommend to pour concrete for<br />
roads.<br />
In hot periods present mix design is to be done with Retarder Accelerator Admixture Type, in a<br />
dosage recommended by admixture supplier and tested at concrete plant laboratory.<br />
Conform : NE 014-2002 According with : NE 014-2002