{"id":2301,"date":"2017-12-04T12:03:57","date_gmt":"2017-12-04T12:03:57","guid":{"rendered":"http:\/\/euro.digiteria.ro\/?page_id=2301"},"modified":"2017-12-04T12:03:57","modified_gmt":"2017-12-04T12:03:57","slug":"second-grade-construction-analysis-and-testing-laboratory","status":"publish","type":"page","link":"https:\/\/euroconstruct98.ro\/en\/laboratories\/second-grade-construction-analysis-and-testing-laboratory\/","title":{"rendered":"Second Grade Construction Analysis and Testing Laboratory"},"content":{"rendered":"

[vc_row][vc_column][vc_custom_heading text=”Second Grade Construction Analysis and Testing Laboratory – Euroconstruct Trading `98″ use_theme_fonts=”yes” el_class=”title”][vc_tta_tabs][vc_tta_section title=”Features” tab_id=”1506511664311-9dcbe576-ab83″][vc_column_text]- CASA GRANDE equipment
\n– Thermostatic equipment for sedimentation
\n– Digital scales SARTORIUS 2200g
\n– Ground humidity meter
\n– Mechanically modified callipers
\n– Digital callipers
\n– Electronic scale 150 Kg
\n– Blue value equipment
\n– Automated PROCTOR device
\n– Water absorption device
\n– Digital scales SARTORIUS 12000g
\n– Mixer for mixtures
\n– Marshall automatic press
\n– Thermostatic water bath
\n– Thermostatic oven
\n– NCAT device
\n– Automated Marshall compactor
\n– Soxhlet
\n– Appliance to make plates using callipers
\n– LOS ANGELES device
\n– Electronic Marshall Press
\n– Sieve
\n– SMARTRACKER
\n– Digital scale 16100g
\n– FRAASS breaker
\n– SUPERFRIZZER ECO 2000
\n– BENKELMAN lever
\n– PENETROMETER MIXTURES
\n– DUCTILOMETER
\n-\u201d BALL AND RING\u201d EQUIPMENT
\n– LUCAS Plate
\n– Automatic assembly for sand equivalent
\n– Thermostat bath and Le Chatelier rings
\n– Press for compression and bending of concrete and cement
\n– Automatic mortar and cement mixer
\n– Vicat device
\n– Digital scale 25 kg
\n– Compacting cone
\n– CORE DRILL
\n– SOIL PERMEATION METER
\n– Fluid cone
\n– Spreader for pretensioned anchors
\n– Volumetric vessel for pastelot? density for pretensioned anchors
\n– Spreading device
\n– MARSHALL cylinders
\n– Small sieves
\n– Double burner hot plate
\n– Jolting apparatus
\n– CASA GRANDE Densimeter
\n– Digital thermometers
\n– Glass thermometer with liquid
\n– Thermal resistance Pt 100
\n– Oclus Air Unit
\n– Grading cylinders
\n– prismatic mortar moulds 40x40x160mm
\n– Prismatic concrete moulds 150x150x600mm
\n– Cubic concrete moulds 150x150x150mm
\n– Vibrating table
\n– Concrete mixer
\n– Measure tape
\n– Stopwatch
\n– Volumetric vessels
\n– Metal measuring rod with two graded scales
\n– Picnometer 1000
\n– Laboratory glassware
\n– SOIL Penetrometer[\/vc_column_text][\/vc_tta_section][vc_tta_section title=”Profiles” tab_id=”1506511664339-21dbce9c-43d5″][vc_column_text]ANCFD – Natural aggregates for railroads and road works:<\/strong>
\n– Determining the shape coefficient. Appearance and shape of granules
\n– Determining the fraction content less than 0,63 mm
\n– Determining the degree of granule fracture. Determining the percentage of broken surfaces in aggregates
\n– Determining the real volumetric mass and water absorption coefficient
\nTests for determining the mechanical and physical characteristics of aggregates
\n– Determining the bulk volumetric mass and intergranular porosity
\n– Determining the blue value – methylene test
\n– Sand equivalent
\n– Aggregate sampling
\n– Resistance to crushing with Los Angeles machinery
\n– Determining the granularity. Granulometric analysis through sifting. Tests to determine the geometric characteristics of the aggregates
\n– Determining the particle length
\nBBABP – Concrete, reinforced concrete and precompressed concrete<\/strong>
\n– Test samples – Wet concrete tests
\n– Preservation of samples – Dried concrete tests
\n– Occluded air content – Wet concrete tests
\n– Apparent density – Dried concrete tests
\n– Apparent density of wet concrete
\n– Determining the consistency of wet concrete, through compression method
\n– Sampling – Wet concrete tests
\n– Preliminary tests – Wet concrete tests
\n– Water – cement ratio. Wet concrete tests
\n– Freeze-thaw resistance – Dried concrete tests
\n– Mechanical concrete strength (compression, bending)
\n– Temperature – Wet concrete tests
\n– Spread test – Wet concrete tests
\nD – ROADS<\/strong>
\n– Water absorption – Asphalt mixtures and hot bituminous coatings tests
\n– Compacting characteristics with density in a dry state: optimal humidity: Modified Proctor test – Road layers tests from natural aggregates or soils stabilized with hydraulic or puzzolanic binders
\n– Compacting characteristics. Density in a dry state. Optimal humidity. Modified Proctor test. Tests for natural aggregates foundations
\n– Mechanical and water immersion characteristics. Resistance to compression. Water stability. Loss of mass. Tests of materials stabilized with puzzolanic or hydraulic binders
\n– Mixtures composition – Quick Method. Asphalt mixtures and hot bituminous coatings tests
\n– Production of test specimens- Asphalt mixtures and hot bituminous coatings tests
\n– Production of test specimens with the compactor. Asphalt mixtures and hot bituminous coatings tests
\n– Bitumen content with the NCAT furnace
\n– Apparent density – Asphalt mixtures and hot bituminous coatings tests
\n– Determining the load bearing capacity of roads with Benkelman levers. Soil foundation tests: natural or artificial aggregates foundations, mechanically stabilized soil bases, or binder stabilized soils
\n– Determining the test specimen dimensions – Asphalt mixtures
\n– Determining the degree of compaction in the asphalt mix. Impact Compaction Method
\n– Determining the degree of compaction. Tests for road layers from natural aggregates or soil stabilized with hydraulic or puzzolanic binders
\n– Determining the maximum volumetric mass of asphalt mixtures
\n– Degree of compaction – Tests for natural aggregates foundations
\n– Granularity. Foundations of natural aggregates or mechanically stabilized soil. Road layers made of natural aggregates or soil stabilized with hydraulic binders
\n– Volumetric weight. The plastic foil and water method
\n– Volumetric weight. The sand cone method
\n– Warping tests – Asphalt mixtures and hot bituminous coatings tests
\n– Measuring the unevenness of the wear and tear on the layers of road coating
\n– Sample preparation – Asphalt mixtures and hot bituminous coatings tests<\/p>\n

– Preparing the mixture and the test samples – Tests for road layers from natural aggregates or soil stabilized with hydraulic or puzzolanic binders – natural aggregates mixture or soil binder and water
\n– Sampling – Asphalt mixtures and hot bituminous coatings tests
\n– Preparation of the asphalt mix in the laboratory
\n– Preparation of the mixture to determine composition. Tests for road layers from natural aggregates or soil stabilized with hydraulic or puzzolanic binders
\n– Marshall stability and seepage – Asphalt mixtures and hot bituminous coatings tests
\n– Temperature – Asphalt mixtures and hot bituminous coatings tests
\n– Schellenberg Test – Asphalt mixtures and hot bituminous coatings tests
\n– Moisture – Tests for foundations made of natural aggregates
\n– Moisture – Tests for road layers from natural aggregates or soil stabilized with hydraulic or puzzolanic binders – natural aggregates mixture or soil binder and water
\n– Void Volumes – Asphalt mixtures and hot bituminous coatings tests
\n– Determining the linear deformation module. Lukas Plate
\n– Determining the dynamic deformation module (Evd). Dynamic plate test
\nGTF – Geotechnics and foundation<\/strong>
\n– Compacting features: Proctor test
\n– Characteristics of contractile soils: free swelling
\n– Classification and identification of soils
\n– Soil density
\n– Degree of compaction
\n– Granularity: combined method
\n– Volumetric weight
\n– Plasticity limits
\n– Organic matter
\n– Taking soil samples
\n– Humidity
\n– Determining the frost sensitivity of the soil
\n– Determining the permeability in the laboratory
\nMBM – Concrete and mortar materials<\/strong>
\n– Making test specimens – Physical tests for cements
\n– Humus content – Tests for natural river aggregates
\n– Granulometric curve – Tests for natural river aggregates
\n– Determining the aggregate shape coefficients
\n– Determining the bulk mass and intergranular porosity of aggregates
\n– Determining the real volumetric mass and water absorption coefficient – Tests for aggregates
\n– Determining the Le Chatelier ring and needle stability – Tests for cement
\n– Determining the hardening time – Tests for cement
\n– Taking concrete aggregate samples
\n– Leachable parts – Tests for natural river aggregates
\n– Mechanical resistance – Tests for cement
\n– Humidity – Tests for natural river aggregates
\n– Humus content
\n– Tests to determine the thermal and alterability characteristics of aggregates. Testing with magnesium sulphate
\n– Coarse aggregate resistance to freezing \/ thawing
\nMD – Road materials<\/strong>
\n– Characterization of sensory properties. Tests for bitumen and bituminous binders
\n– Hydrophilic coefficient. Tests on limestone, chalk, lime powder fillers
\n– Bitumen content. Tests for bituminous emulsions
\n– Apparent density. Tests on limestone, chalk, lime powder fillers
\n– Determining the volumetric mass at 25 degrees Celsius (warping products)
\n– Determining the pH of emulsions
\n– Ductility – Tests for bitumen and waterproofing
\n– Granularity – Tests on limestone, chalk, lime powder fillers
\n– Homogeneity – Tests for bituminous emulsions
\n– Penetration – Tests for road bitumen and waterproofing
\n– Sampling – Tests for bitumen, bituminous binders and emulsions
\n– Softening point – Tests for road bitumen and waterproofing
\n– Frass breaking point – Tests for bitumen and waterproofing
\n– Storage stability – Tests for bituminous emulsions
\n– Moisture – Tests on limestone, chalk, lime powder fillers
\n– Viscosity: the STV viscometer method – Tests for bituminous emulsions
\n– Determining the elastic recovery of modified bitumen – Tests for road bitumen and waterproofing
\n– Determining the storage stability of modified bitumen
\nL INJ – Injection works<\/strong>
\n– Determining the wet density of pre-tensioned anchoring pastes
\n– Determining the conic fluidity of pre-tensioned anchoring pastes
\n– Determining the spread of pre-tensioned anchoring pastes
\n– Determining the compressive strength of pre-tensioned anchoring pastes[\/vc_column_text][\/vc_tta_section][\/vc_tta_tabs][\/vc_column][\/vc_row]<\/p>\n","protected":false},"excerpt":{"rendered":"

[vc_row][vc_column][vc_custom_heading text=”Second Grade Construction Analysis and Testing Laboratory – Euroconstruct Trading `98″ use_theme_fonts=”yes” el_class=”title”][vc_tta_tabs][vc_tta_section title=”Features” tab_id=”1506511664311-9dcbe576-ab83″][vc_column_text]- CASA GRANDE equipment – Thermostatic equipment for sedimentation – Digital scales SARTORIUS 2200g – Ground humidity meter – Mechanically modified callipers – Digital callipers …<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":2299,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-2301","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/euroconstruct98.ro\/en\/wp-json\/wp\/v2\/pages\/2301","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/euroconstruct98.ro\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/euroconstruct98.ro\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/euroconstruct98.ro\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/euroconstruct98.ro\/en\/wp-json\/wp\/v2\/comments?post=2301"}],"version-history":[{"count":1,"href":"https:\/\/euroconstruct98.ro\/en\/wp-json\/wp\/v2\/pages\/2301\/revisions"}],"predecessor-version":[{"id":2302,"href":"https:\/\/euroconstruct98.ro\/en\/wp-json\/wp\/v2\/pages\/2301\/revisions\/2302"}],"up":[{"embeddable":true,"href":"https:\/\/euroconstruct98.ro\/en\/wp-json\/wp\/v2\/pages\/2299"}],"wp:attachment":[{"href":"https:\/\/euroconstruct98.ro\/en\/wp-json\/wp\/v2\/media?parent=2301"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}