Facilities and Equipment
Various form
Form must be emailed to respective person in charge of each laboratory.
1. Flow Chart for Borrowing Equipment
2. Risk Assessment Form
3. KEW.PA-9_Asset Movement Form
4. PSM-1A-Form
5. Group Evaluation Form
6. 2A : Application_Form_For_Lab_and-or_Equipment_usage
7. 2B
1. Flow Chart for Borrowing Equipment
2. Risk Assessment Form
3. KEW.PA-9_Asset Movement Form
4. PSM-1A-Form
5. Group Evaluation Form
6. 2A : Application_Form_For_Lab_and-or_Equipment_usage
7. 2B
Forms by Laboratory
Concrete and Material Laboratory
Head of Laboratory : Mohd Hafiz Al-Kasah Jamal Akhshah > alkasah@ump.edu.my
1. BENDING MOMENT OF BEAMS
2. CONCRETE MIX DESIGN
3. DEFLECTION OF A SIMPLY SUPPORTED BEAM
4. DESTRUCTIVE TEST
5. FORCE IN 2 DIMENSION
6. FORCES IN TRUSS
7. NON DESTRUCTIVE TEST (NDT)
8. PINNED ARCH
9. PORTAL FRAME
10. REACTION OF A CONTINUOUS BEAM
11. REACTIONS AND FIXING MOMENTS OF A FIXED BEAM AND A PROPPED CANTILEVER
12. SHEAR FORCE OF BEAM
13. SIEVE ANALYSIS FOR COARSE AGGREGATE
14. SIEVE ANALYSIS FOR FINE AGGREGATE
15. SUSPENSION BRIDGE AND CABLE
16. TENSILE TEST
17. VICAT TEST
1. BENDING MOMENT OF BEAMS
2. CONCRETE MIX DESIGN
3. DEFLECTION OF A SIMPLY SUPPORTED BEAM
4. DESTRUCTIVE TEST
5. FORCE IN 2 DIMENSION
6. FORCES IN TRUSS
7. NON DESTRUCTIVE TEST (NDT)
8. PINNED ARCH
9. PORTAL FRAME
10. REACTION OF A CONTINUOUS BEAM
11. REACTIONS AND FIXING MOMENTS OF A FIXED BEAM AND A PROPPED CANTILEVER
12. SHEAR FORCE OF BEAM
13. SIEVE ANALYSIS FOR COARSE AGGREGATE
14. SIEVE ANALYSIS FOR FINE AGGREGATE
15. SUSPENSION BRIDGE AND CABLE
16. TENSILE TEST
17. VICAT TEST
Highway and Traffic Laboratory
Head pf Laboratory : Siti Sarah Abd Jalil > sitisarah@ump.edu.my
1. 10% FINES AGGREGATE 1
2. 10% FINES AGGREGATE 2
3. AGGREGATE CRUSHING VALUE 1
4. AGGREGATE CRUSHING VALUE 2
5. AGGREGATE IMPACT VALUE
6. LA ABRASION TEST
7. MARSHALL MIX DESIGN
8. MARSHALL TEST RESULTS
9. PENETRATION TEST
10. SOFTENING POINT TEST (ASTM D36)
11. SOFTENING POINT TEST
12. SPOT SPEED STUDY
13. THEORETICAL MAXIMUM SPECIFIC GRAVITY
14. TRAFFIC COUNTING
1. 10% FINES AGGREGATE 1
2. 10% FINES AGGREGATE 2
3. AGGREGATE CRUSHING VALUE 1
4. AGGREGATE CRUSHING VALUE 2
5. AGGREGATE IMPACT VALUE
6. LA ABRASION TEST
7. MARSHALL MIX DESIGN
8. MARSHALL TEST RESULTS
9. PENETRATION TEST
10. SOFTENING POINT TEST (ASTM D36)
11. SOFTENING POINT TEST
12. SPOT SPEED STUDY
13. THEORETICAL MAXIMUM SPECIFIC GRAVITY
14. TRAFFIC COUNTING
Soil Mechanics and Geotechnics Laboratory
Head of Laboratory : Mohd. Ziunizan Hamzah > ziunizan@ump.edu.my
1. ATTERBERG LIMITS TEST
2. CALIFORNIA BEARING RATIO (Soaked & Unsoaked)
3. DETERMINATION OF PARTICLE DENSITY
4. DETERMINATION OF RELATIVE DENSITY
5. FIELD DENSITY TEST SAND REPLACEMENT METHOD
6. LOSSES IN PIPING SYSTEM
7. LOST ON IGNITION (ASTM D 2974-87)
8. MOISTURE CONTENT
9. PARTICLE SIZE DISTRIBUTION (DRY SIEVING METHOD)
10. RESULT OF CONSTANT HEAD TEST
11. RESULT OF FALLING HEAD TEST
12. SEDIMENTATION BY THE HYDROMETER METHOD
13. SOIL COMPACTION TEST
14. UNCONFINED COMPRESSIVE STRENGTH TEST
1. ATTERBERG LIMITS TEST
2. CALIFORNIA BEARING RATIO (Soaked & Unsoaked)
3. DETERMINATION OF PARTICLE DENSITY
4. DETERMINATION OF RELATIVE DENSITY
5. FIELD DENSITY TEST SAND REPLACEMENT METHOD
6. LOSSES IN PIPING SYSTEM
7. LOST ON IGNITION (ASTM D 2974-87)
8. MOISTURE CONTENT
9. PARTICLE SIZE DISTRIBUTION (DRY SIEVING METHOD)
10. RESULT OF CONSTANT HEAD TEST
11. RESULT OF FALLING HEAD TEST
12. SEDIMENTATION BY THE HYDROMETER METHOD
13. SOIL COMPACTION TEST
14. UNCONFINED COMPRESSIVE STRENGTH TEST
Hydraulic and Hydrology Laboratory
Head of Laboratory : Jasrul Izwan Jaafar Sidek > jasrul@ump.edu.my
1. BERNOULLIS THEOREM _ CENTRE OF HYDROSTATIC PRESSURE
2. FLOW OVER A SHARP CRESTED WEIR
3. IMPACT OF JET
4. LOSSES IN PIPING SYSTEM
5. RAINFALL-RUNOFF RELATIONSHIP
6. SERIES AND PARALLEL PUMP TEST SET
1. BERNOULLIS THEOREM _ CENTRE OF HYDROSTATIC PRESSURE
2. FLOW OVER A SHARP CRESTED WEIR
3. IMPACT OF JET
4. LOSSES IN PIPING SYSTEM
5. RAINFALL-RUNOFF RELATIONSHIP
6. SERIES AND PARALLEL PUMP TEST SET
Environmental Laboratory
Head of Laboratory : Norazimah Abdul Aziz > norazimah@ump.edu.my
1. BIOCHEMICAL OXYGEN DEMAND -BOD
2. CHEMICAL OXYGEN DEMAND -COD
3. JAR TEST AND TURBIDITY
4. TOTAL SUSPENDED SOLID-TSS
1. BIOCHEMICAL OXYGEN DEMAND -BOD
2. CHEMICAL OXYGEN DEMAND -COD
3. JAR TEST AND TURBIDITY
4. TOTAL SUSPENDED SOLID-TSS
Surveying Laboratory
Head of Laboratory : Ts Hj Azahar Mohd Yasin > azaharmy@ump.edu.my
1. EQUIPMENT BORROWING FORM
2. LEVEL FORM
3. TRAVERSE FORM
4. DETAILING FORM
1. EQUIPMENT BORROWING FORM
2. LEVEL FORM
3. TRAVERSE FORM
4. DETAILING FORM
Smart Lab Management System (SLAMS)
General Rules of the SLAMS System
- Applicants must log in using their E-community Student/Staff ID and Password.
- Booking requests must be made at least 3 days in advance. If a request is made later than this, the booking slots will not be displayed.
- All applicants must attend a Safety Briefing before making a booking.
- If the system detects that the applicant’s name is not on the attendance list for the briefing, the booking will be automatically rejected.
- Only one representative per group is allowed to make laboratory bookings.
- Applicants are required to select the experiment and equipment list needed. For FYP/Postgraduate category, applicants must also provide a reference number for the Risk Assessment Form (RAF), which refers to the upload date of the document to the Google Drive folder 'FTKA-Risk Assessment Form (RAF)’.
- Upon completion of lab usage, each application must be verified by laboratory staff in the system. This verification ensures that the laboratory and equipment are clean and tidy (housekeeping). Only after verification will future bookings be permitted.
