

UNITED INTERNATIONAL UNIVERSITY
DEPARTMENT OF CIVIL ENGINEERING
Commercial Testing Facilities
Sl. No. | Name of the Test | Test Rate**(Tk.) |
Aggregates | ||
1. | Sieve analysis (CA) / Gradation /FM (CA) | 1,500 |
2. | Sieve analysis (FA) / FM | 1,200 |
3. | L.A. Abrasion of CA | 2,700 |
4. | Unit weight of aggregate (CA) | 1,200 |
5. | Unit weight of aggregate (FA) | 1,000 |
6. | Absorption and Specific Gravity / Density (CA/FA) | 1,500 |
7. | % finer than # 200 sieve / Fine content/Silt content | 2,200 |
8. | L.A. Abrasion of Ballast | 2,700 |
9. | Sieve analysis / Gradation / FM (CA) (Ballast) | 4,000 |
10. | Sieve analysis / Gradation / FM (CA) (Ballast)/Specified Sieve size | 5,000 |
11. | Aggregate Crushing Value (ACV) / Compressive Strength | 2,200 |
12. | Aggregate Impact Value (AIV) | 2,000 |
13. | Ten Percent Fine Value (TFV) | 5,000 |
Sl. No. | Name of the Test | Test Rate**(Tk.) |
Bricks | ||
(Bricks needed for ASTM = 5 Nos., BS = 10 Nos.) | ||
1. | Absorption | 1,700 |
2. | Crushing strength | 2,000* |
3. | Efflorescence (needed 10 additional bricks) | 3,400 |
4. | Size & shape | 1,200 |
5. | Unit Weight | 1,700 |
Hollow Bricks (Set of 3 Nos.) | ||
6. | Comp. strength of Hollow bricks, Paving / Concrete blocks etc. | 2,700 |
7. | Absorption | 2,000 |
8. | Efflorescence (Set of 15 bricks needed) | 2,500 |
Note: *Sample Preparation Charge Tk. 1000 per set
Sl. No. | Name of the Test | Test Rate**(Tk.) |
Cement | ||
ASTM / AASHTO Standard | ||
1. | Compressive strength | 6000* |
2. | Tensile Strength | 5000 |
3. | Setting time (only) | 1700 |
4. | Normal Consistency (only) | 1200 |
Note: *Sample Preparation Charge Tk. 3000 per set
Sl. No. | Name of the Test | Test Rate**(Tk.) |
Cement Concrete | ||
1. | Concrete cylinders (100x200mm) | 1200 |
2. | Concrete cube (150x150mm) | 1700 |
3. | Concrete cylinder (casting and testing) | 5500 |
Sl. No. | Name of the Test | Test Rate**(Tk.) |
Rod/Steel (Set of 3 Nos.) | ||
1. | Tension test including wt. & elongation (up to 25mm) | 2000 |
2. | Tension test including wt. & elongation (above 25mm & up to 32mm) | 2,200 |
3. | Tension test including wt. & elongation (above 32 mm & up to 50 mm) | 4,000 |
4. | Tension test including wt. & elongation (above 50 mm) | 5,000 |
5. | Direct Shear Test for Rod | 1000 |
6. | Impact test | 2000* |
7. | Spring test (for a set of 1 No.) | 1700 |
8. | Hardness test (Rockwell) | 2000* |
Note: *Sample Preparation Charge Tk. 1000 per set
Sl. No. | Name of the Test | Test Rate**(Tk.) |
Timber | ||
1. | Timber Compression Test, for 1 sample | 1600* |
2. | Timber Bending Test, for 1 sample | 10000* |
Note: *Sample Preparation Charge Tk. 1000 per set
Sl. No. | Name of the Test | Test Rate**(Tk.) |
Soil Tests | ||
1. | Specific gravity | 1000 |
2. | Unit weight | 900 |
3. | Void ratio (Sp. Gr. & Unit Weight.) | 1,500 |
4. | Moisture content | 1000 |
5. | Shrinkage limit | 1000 |
6. | Liquid limit and Plastic limit | 2,200 |
7. | Grain size analysis by wash sieving/ % finer than # 200 sieve | 2,000 |
8. | Hydrometer and wash sieving (including specific gravity) | 3,200 |
9. | Field density Test | 4000 |
10. | Degree of compaction test (moisture content, field density test, standard proctor test) | 9000 |
11. | Maximum and Minimum density of cohesionless soil | 4,200 |
12. | Standard Proctor Compaction test | 4,000 |
13. | One dimensional consolidation Cc,Cs,Cv (Only e – log p Tk. 17,000) | 12,000 |
14. | One dimensional consolidation (Cc, Cs, Cv) and Permeability (e – log k) | 15,000 |
15. | Unconfined compression test (including Sp. Gr.) | 2,700 |
16. | Direct Shear Test (Internal friction angle and cohesion) | 5000 |
Sl. No. | Name of the Test | Test Rate**(Tk.) |
Bitumen | ||
1. | Specific gravity | 1,500 |
2. | Penetration / Grading | 1,500 |
3. | Flash & Fire Points | 3,000 |
4. | Ductility | 2,500 |
5. | Softening Point (R&B) | 1,500 |
Notes:
**VAT (15%) is to be added with the prices.
Field visit inside Dhaka Tk 10,000/- (Transportation is to be arranged by the client)
Field visit outside Dhaka Tk 15,000/- (Transportation is to be arranged by the client)