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ANEXA D: LISTA PRINCIPALELOR TESTE
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| ANEXA D: LISTA PRINCIPALELOR TESTE
I. TERASAMENTE
Nr.
|
Category of checking and tests
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Document de Referinta
|
Cost Unitar
(Euro / test)
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1
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1.1 Grading
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C56-85
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1.2 Plasticity limits; Plasticity index
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STAS 1913/5-85
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1.3 Free swelling
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STAS 1913/4-86
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1.4 Freezing thawing sensitive
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STAS 1913/12-88
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1.5 Compaction characteristics – Normal Proctor method
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STAS 1913/13-83
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2
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2.1 Moisture content
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C56-85
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2.2 Compaction degree
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STAS 1913/1-83
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2.3 Bearing capacity
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STAS 1913/15-75
STAS 1913/3-76
CD 31-2002
STAS 2914/4-89
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3
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3.1 Grading
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C56-85
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3.2 Plasticity limits; Plasticity index
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STAS 1913/5-85
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3.3 Free swelling
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STAS 1913/4-86
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3.4 Freezing thawing sensitive
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STAS 1913/12-88
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3.5 Compaction characteristics – Normal Proctor method
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STAS 1913/13-83
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3.6 Moisture content
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STAS 1913/1-83
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II. BALLAST FOUNDATION
No.
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Category of checking and tests
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Document de Referinta
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Cost Unitar
(Euro / test)
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1
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GRANULAR MATERIAL
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1.1 Grading
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SR EN 933-1/2002;
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1.2 Non-uniformity coefficient
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SR EN 933/8-2002
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1.3 Sand equivalent
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SR EN 1097-5/1999
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1.4 Wear resistance with Los Angeles equipment
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SR EN 1097/2-1998
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1.5 Compaction characteristics – Modified Proctor method
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SR EN 13286-2/2004
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2
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QUALITY CONTROL FOR COMPACTION
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2.1. Moisture content
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Norm C56-85
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2.2 Compaction degree
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SR EN 1097/5-1999
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2.3 Bearing capacity
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STAS 12288/1985
STAS 2914/4-1989
CD 31-2002
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III. GRANULAR MATERIAL STABILISED WITH CEMENT
No.
| Category of checking and tests |
Document de Referinta
|
Cost Unitar
(Euro / test)
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1
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CEMENT
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|
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1.1 Stability and set time
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SR EN 196/1 -95
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1.2 Strength compression at 2 (7) and 28 days
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SR EN 196/3 – 95
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2
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AGGREGATES
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2.1 Grading
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SR EN 933-1/2002
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2.2 Non-uniformity coefficient
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SR EN 933/8-2002
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2.3 Sand equivalent
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SR EN 1097/2-98
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2.4 Wear resistance with Los Angeles equipment
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STAS 10473/2-86
CD 29
STAS 88777/72
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3
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MIX DESIGN
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3.1 Compaction characteristics – Modified Proctor method (aggregates with cement)
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SR EN 13286/2-04
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3.2 Strength compression at 7 and 28 days
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SR EN 13826/41-04
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3.3 Water action stability
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STAS 10473/2-86
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3.4 Weight loss
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STAS 10473/2-86
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4
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CHARACTERISTICS OF THE PREPARED MIXTURE
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4.1
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AT THE MIXING PLANT
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4.1.1 Moisture content of aggregates
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SR EN 1097/5-99
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4.1.2 Moisture content the mixture
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SR EN 933-1/2002
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4.1.3 Grading of the mixture
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SR EN 13826/41-04
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4.1.4 Resistance to compression after 7 and 28 days
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STAS 10473/2-1987
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4.2
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AT LAYING
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4.2.1 Moisture content
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SR EN 1097/5-99
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4.2.2 Compaction degree
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STAS 12288-89
STAS 8877-72
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IV. CONCRETE
No.
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Category of checking and tests
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Reference document
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Unit Rate (Euro / test)
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1
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CEMENT
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1.1 Stability and set time
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SR EN 196/1 -95
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1.2 Strength compression at 2 (7) and 28 days
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SR EN 196/3 – 95
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2
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AGGREGATES
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2.1 Foreign materials (wood, clay, coal, etc.)
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SR EN 933-1/2002
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2.2 Grading
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SR EN 12620-2003
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2.3 Levigable fraction
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SR EN 1097-1&2/98
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2.4 Humus
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STAS 4606/80
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2.5 Wear resistance
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SR EN 1097/2-2002
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2.6 Moisture content
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STAS 1513/1-1982
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3
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MIX DESIGN
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3.1 Concrete temperature
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STAS 1759-88
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3.2 Workability
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SR EN 12390/2-02
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3.3 Apparent density
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SR EN 12390/3-02
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3.4 Sampling cubes for strength compression,
freezing-thawing resistance and water tightness
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SR EN 12390/5-02
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3.5 Strength compression 7 and 28 days
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SR EN 12390/7-02
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3.6 Resistance of Freezing-thawing
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SR EN 12390/8-02
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3.7 Water tightness
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STAS 3518-89
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4
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FRESH CONCRETE CONTROLS
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4.1 Concrete temperature
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NE 012-1999
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4.2 Workability
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STAS 1759-88
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4.3 Apparent density
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SR EN 12390/2-02
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4.4 Sampling cubes for compression strength; water tightness and
weathering resistance
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NE 012/1999
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5
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HARDENED CONCRETE CONTROLS
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5.1 Strength compression at 7 and 28 days;
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NE 012-1999
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5.2 The depth the water penetrates in the concrete samples
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SR EN 12390/3-02
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5.3 Freezing-thawing resistance
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SR EN 12390/5-02
SR EN 12390/7-02
SR EN 12390/8-02
STAS 3518-89
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V. BITUMINOUS MIXTURE (BASE AND BINDER)
No.
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Category of checking and tests
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Document de Referinta
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Cost Unitar
(Euro / test)
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1
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BITUMEN
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1.1 Penetration at 250 C
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SR 61-97
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1.2 Softening point
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SR EN 1426-02
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1.3 Ductility
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SR EN 1427-02
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1.4 Adhesion to aggregates
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SR EN 12593-03
STAS 10969/3-83
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2
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FILLER
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2.1 Grading
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STAS 539-79
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2.2 Moisture content
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STAS 539-79
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2.3 Hydrophilic Coefficient
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STAS 539-79
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2.4 Apparent density after precipitation in benzene
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STAS 539-79
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2.5 Void after compaction
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STAS 539-79
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3
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AGGREGATES
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3.1 Foreign matters (wood, clay, coal, etc.)
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SR EN 667-01
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3.2 Grading
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SR EN 933/1-02
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3.3 Sand equivalent and activity coefficient
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SR EN 933/3-02
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3.4 Levigable fraction
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SR EN 933/4-02
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3.5 Humus
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SR EN 933/5-02
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3.6 Breaking degree
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SR EN 933/8-02
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3.7 Shape coefficient
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SR EN 933/9-02
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3.8 Wear resistance with Los Angeles equipment
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SR EN 1097/2-98
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3.9 Moisture content
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SR EN 1097/5-99
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4
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MIX DESIGN STUDY – MARSHALL CYLINDRICAL SAMPLES
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4.1 Stability
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SR 7970-01
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4.2 Flow index
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SR EN 12697/8-02
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4.3 Apparent density
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STAS 1338/1-84
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4.4 Water absorption
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STAS 1338/2-84
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5
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MIX DESIGN STUDY – CUBIC SAMPLES
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5.1 Strength compression at 220 C
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SR 7970-01
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5.2 Reduction of strength compression after 28 days of water
immersion
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SR EN 12697/8-02
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5.3 Apparent density
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STAS 1338/1-84
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5.4 Water absorption
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STAS 1338/2-84
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6
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CONTROL OF PRODUCTION
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6.1. Extraction for verification of dosage of bitumen, filler and aggregates
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SR 7970-01
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6.2 Stability
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SR EN 12697/34-02
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6.3 Flow index
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SR EN 12697/34-02
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6.4 Apparent density
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SR EN 12697/6-02
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6.5 Water absorption
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SR EN 12697/6-02 ; STAS 1338/2-1987
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6.6 Compaction degree
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VI. BITUMINOUS MIXTURE (WEARING COURSE)
No.
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Category of checking and tests
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Document de Referinta
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Cost Unitar
(Euro / test)
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1
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BITUMEN
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1.1 Penetration at 250 C
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SR 61-97
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1.2 Softening point
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SR EN 1426-02
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1.3 Ductility
|
SR EN 1427-02
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1.4 Adhesion to aggregates
|
SR EN 12593-03
STAS 10969/3-83
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2
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FILLER
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|
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2.1 Grading
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STAS 539-79
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2.2 Moisture content
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STAS 539-79
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2.3 hydrophilic Coefficient
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STAS 539-79
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2.4 Apparent density after precipitation in benzene
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STAS 539-79
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2.5 Void after compaction
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STAS 539-79
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3
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AGGREGATES
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3.1 Foreign matters (wood, clay, coal, etc.)
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SR EN 933/1-02
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3.2 Content of clay (Blue Value = VA)
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SR EN 933/3-02
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3.3 Grading
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SR EN 933/4-02
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3.4 Sand equivalent and activity coefficient
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SR EN 933/5-02
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3.5 Breaking degree
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SR EN 933/8-02
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3.6 Shape coefficient
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SR EN 933/9-02
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3.7 Micro-Deval wearing test
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SR EN 1097/2-98
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3.8 Accelerated polishing test
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SR EN 1097/5-99
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3.9 Wear resistance with Los Angeles equipment
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3.10 Moisture content
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4
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MIX DESIGN STUDY – MARSHALL CYLINDRICAL SAMPLES
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4.1 Stability
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SR 174/1-02
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4.2 Flow index
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SR EN 12697/8-02
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4.3 Apparent density
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STAS 1338/1-84
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4.4 Water absorption
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STAS 1338/2-84
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4.5 The air void content
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SR EN 12697/12-03
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4.6 Schellemberg test
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SR 174/1-02
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4.7 Dynamic flow at 40° C
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STAS 1338/2-84
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4.8 Permanent fatigue deformation (3600 impulses) at 150 C
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SR EN 12697/24-2005
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5
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CONTROL OF PRODUCTION
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5.1 Verification dosage of bitumen, filler and aggregates
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SR 174/1-02
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5.2 Stability
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SR EN 12697/8-02
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5.3 Flow index
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STAS 1338/1-84
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5.4 Apparent density
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STAS 1338/2-84
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5.5 Water absorption
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SR EN 12697/12-03
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5.6 The air void content
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SR EN 12697/8-07
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5.7 Schellemberg test
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SR 174/1-02
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5.8 Compaction degree
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SR 174/1-02
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VII. STEEL REINFORCEMENT
No.
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Category of checking and tests
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Document de Referinta
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Cost Unitar
(Euro / test)
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1.1 Taking samples for determine to mechanical characteristics
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STAS 777/88
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