Test and Analysis List
Kod | Test | Method |
İMBTST001 | Sieve analysis of fine and coarse mixed aggregate mixture | TS EN 933-1 |
İMBTST002 | Sieve analysis of fine aggregate | TS EN 933-1 |
İMBTST003 | Sieve analysis of coarse aggregate | TS EN 933-1 |
İMBTST004 | Granulometry correction and necessary calculations | - |
İMBTST011 | Finding the part of the aggregate that passes through sieve no. 200 | - |
İMBTST012 | Determination of fineness modulus of fine aggregate (including sieve analysis) | TS 706 EN 12620+A1 |
İMBTST013 | Determination of coarse aggregate abrasion loss with Los Angeles test | TS EN 1097-2 |
İMBTST014 | Determination of the amount of flammable material | TS EN 1744-1 |
İMBTST015 | Finding fineness by cement sieve analysis | TS EN 196-6 |
İMBTST016 | Finding cement setting time | TS EN 1963+A1 |
İMBTST017 | Cement consistency test | TS EN 196-3 +A1 |
İMBTST018 | Finding the compressive strength of cement (With ready example) | TS EN 196-1 |
İMBTST019 | Finding the compressive strength of cement (With samples prepared in the laboratory) | TS EN 196-1 |
İMBTST020 | Finding the bending strength of cement (With ready sample) | TS EN 196-1 |
İMBTST021 | Finding the bending strength of cement (With samples prepared in the laboratory) | TS EN 196-1 |
İMBTST022 | Pozzolanic activity | TS 25, TS EN 450 |
İMBTST023 | Ignition loss determination | TS EN 196-2 |
İMBTST024 | Concrete mixture experiments and calculations were made using 6 cylinders at a desired dosage. Including 7-28 day compressive strength and all necessary tests | TS 802 |
İMBTST025 | Finding the unit volume weight of fresh concrete | TS EN 12350-6 |
İMBTST026 | Finding the unit volume weight of hardened concrete | TS EN 12350-6 |
İMBTST027 | Determination of air void percentage in fresh concrete | TS EN 12350-7 |
İMBTST028 | Determining the consistency of fresh concrete by slump test | TS EN 12350-2 ASTM C 143 |
İMBTST029 | Finding the penetration of fresh concrete | - |
İMBTST030 | Finding concrete cube compressive strength (3 Samples) | TS EN 12390-3 |
İMBTST031 | Determination of concrete cylinder compressive strength (Without Title) (3 Samples) | TS EN 12390-3 |
İMBTST032 | Finding the compressive strength of concrete cylinder (With Title) (3 Samples) | TS EN 12390-3 |
İMBTST033 | Fresh concrete sample collection and compressive strength test (3 samples) | TS EN 13791 |
İMBTST034 | Core extraction test (At least 3 cores) | TS EN 13791 |
İMBTST035 | Additional core extraction (1 Piece) | TS EN 13791 |
İMBTST036 | Core crushing (3 pieces with ready sample) | TS EN 13791 |
İMBTST037 | Cutting a core sample (1 piece) | TS EN 13791 |
İMBTST038 | Core sample titling (1 Sample) | TS EN 13791 |
İMBTST039 | Core breaking (including cutting and heading) (3 Samples) | TS EN 13791 |
İMBTST040 | Core drilling (Including All Tests) | TS EN 13791 |
İMBTST041 | Determining the compressive strength of concrete with a concrete gun (for at least 10 points) | TS 3260, DIN 1048 |
İMBTST042 | per additional point | - |
İMBTST043 | Determination of concrete tensile strength (Brazil Test) (3 samples) | - |
İMBTST044 | Concrete bending test (3 Samples) | TS EN 12350-5 |
İMBTST045 | Determination of cement dosage in hardened concrete (Physical Experiments) | TS 2518 |
İMBTST046 | Special concrete design and all required tests included | - |
İMBTST047 | Reinforcement Location Determination in Reinforced Concrete Elements (1 Element) | - |
İMBTST048 | Determination of Concrete Compressive Strength with Ultrasonic Sound Device and Concrete Gun | - |
İMBTST049 | Tensile test (for one ready sample) (up to ?16) | TS EN 10002-1 |
İMBTST050 | Tensile test (for one ready sample) (?16 and above) | TS EN 10002-1 |
İMBTST051 | Finding the shape, size and volume weight of the brick (for 10 samples) | TS EN 772-16 |
İMBTST052 | Finding the unit weight of the brick (for 10 samples) | TS EN 772-13 |
İMBTST053 | Finding the compressive strength of brick (for 10 samples) | TS EN 772-1 |
İMBTST054 | Harmful lime and magnesia test in brick (for 5 samples) | - |
İMBTST055 | Finding tile dimensions (for 10 samples) | TS EN 1024 |
İMBTST056 | Water absorption test on tiles (for 5 samples) | TS EN 772-7 |
İMBTST057 | Determining the bending strength of the tile (for 5 samples, including preparation) | TS EN 538 |
İMBTST058 | Harmful lime and magnesia test in tiles | - |
İMBTST059 | Finding unit volume weight and water absorption in tiles (for 5 samples) | TS EN ISO 10545-3 |
İMBTST060 | Determining the bending strength of tiles (for 5 samples) | TS EN ISO 10545-4 |
İMBTST061 | Finding the compressive strength of aerated concrete | TS EN 771-4 |
İMBTST062 | Determination of aerated concrete moisture content | TS EN 771-4 |
İMBTST063 | Damage detection in the structure | - |
İMBTST064 | Performance evaluation of existing buildings (Simple method; visual inspection, field trip) | - |
İMBTST065 | Performance evaluation of existing buildings (Detailed evaluation; in accordance with earthquake specifications) | - |
İMBTST066 | Static-dynamic calculation and project planning in reinforced concrete structures | - |
İMBTST067 | Static-dynamic calculation and project planning in masonry structures | - |
İMBTST068 | Compliance check of the building's project | - |
İMBTST081 | Uniaxial Shrinkage | TS 1900-1 |
İMBTST082 | Volumetric shrinkage | TS 1900-1/ASTM D427 |
İMBTST121 | Correction of Core Surfaces (for 1 sample) | --- |
İMBTST150 | fine aggregate | TS EN 933-1/ASTM C136 |
İMBTST151 | Run-off aggregate is separated into sand and gravel | TS EN 933-1/ASTM C136 |
İMBTST152 | Density, relative density and water absorption (Coarse Aggregate) | TS EN 1097-6/ASTM C127/AASHTO T85 |
İMBTST153 | Density, relative density and water absorption (Fine Aggregate) | TS EN 1097-6/ASTM C128 |
İMBTST155 | Determination of bulk density (loose) and void volume | TS EN 1097-3/ASTM C29 |
İMBTST160 | Methylene blue experiment | TS EN 933-9/ASTM C837 |
İMBTST161 | Determination of magnesium sulfate (Mg SO4) test | TS EN 1367-2/ASTM C88 |
İMBTST163 | Determination of Resistance to Freezing and Thawing | TS EN 1367-1/ASTM D560 |
İMBTST165 | Determination of grain shape - Shape index | TS EN 933-4 |
İMBTST166 | Grain shape determination flatness index | TS EN 933-3/BS 812 |
İMBTST168 | Drying shrinkage test (for 1 sample) | ASTM C 596-01 |
İMBTST169 | Ph Determination (for 1 sample) | |
İMBTST170 | TDS Determination (for 1 sample) | |
İMBTST171 | EC Conductivity determination (for 1 sample) | |
İMBTST172 | Multimeter pH, mV, ORP, Conductivity, TDS bulk measurement | |
İMBTST173 | STL 3D printer printing + Curing (Anycubic Resin - Modeled part production) | - |
İMBTST174 | Object design for 3D printer | - |
Removing sample from the tube (for free pressure and triaxial pressure test, Diameter ≤ 50 mm) | - | |
Removing sample from the tube (for free pressure and triaxial pressure test, Diameter ≤ 100 mm) | - | |
Sample removal from the tube (for consolidation, swelling percentage and swelling pressure, Diameter = 50 mm) | - | |
Preparation of a compressed test sample from a disturbed sample (for free pressure and triaxial pressure test, Diameter ≤ 50 mm) | - | |
Preparation of a compressed test sample from a disturbed sample (for free pressure and triaxial pressure test, Diameter ≤ 100 mm) | - | |
Preparation of a compressed test sample from a disturbed sample (for consolidation, swelling percentage and swelling pressure, Diameter = 50 mm) | - | |
Undisturbed sampling from the field (for each sample) (from the inspection pit) | TS EN ISO 22475-1 | |
Sand filling method instead of soil (small discharge cylinder method for fine and medium grained soils) | TS 1900-1 | |
On-site determination of soil density and unit volume weight using the sand cone method | ASTM D1556/USBR 7205/AASHTO T191 | |
On-site determination of dry unit volume weight of the soil (Balloon method) | TS 1900-1/ASTM D2167/USBR 7206 | |
Determination of One-Way Consolidation Properties (Odometer test) | TS EN ISO 17892-5/TS 1900-2/ASTM D2435 | |
Determination of unconfined (uniaxial) compressive strength | TS 1900-2/TS EN ISO 17892-7/ASTM D2166 | |
Determination of shear resistance in a triaxial cell without consolidation-undrainage (UU type) | TS 1900-2/TS EN ISO 17892-8/ASTM D2850 | |
Consolidated undrained (CU type) triaxial pressure test on saturated soils (Diameter ≤ 100 mm) | BS 1377 Part 8.7/TS EN ISO 17892-9/TS 1900-2/ASHTO T-297 / ASTM D 4767 | |
Triaxial pressure test with consolidated drainage (CD type) on saturated soils (Diameter ≤ 100 mm) | BS 1377 Part 8.8/TS EN ISO 17892-9/ASTM D7181 /ASHTO T-234 | |
Determination of shear resistance in a triaxial cell without consolidation-undrainage (UU type) without measuring pore water pressure (Diameter > 150 mm) | TS 1900-2/USBR 5745 | |
Determination of slip resistance with shear box | TS 1900-2/TS EN ISO 17892-10/ASTM D3080 | |
pinhole experiment | TS 1900-2 - T1/ASTM D4647 | |
Dispersion experiment | TS 1900-2 - T1/ASTM D6572 | |
Determination of swelling percentage | TS 1900-2 - T1/ASTM D4546 | |
Test for determination of swelling pressure | TS 1900-2 - T1/ASTM D4546 | |
Constant level permeability test | ASTM D2434/TS EN ISO 17892-11 | |
Falling level permeability test | TS 1900-2 - T1/TS EN ISO 17892-11/ASTM D5856 | |
Vane shear test (Laboratory) | ASTM D4648 | |
falling cone experiment | TS EN ISO 17892-6 | |
Determination of water content | TS EN ISO 17892-1/ASTM D2216/TS 1900-1 | |
Soil classification (Observational) | ASTM D2488/TS EN ISO 14688-1 | |
Soil classification according to laboratory tests | TS 1500/ASTM D2487/TS EN ISO 14688-2 | |
Determination of liquid limit by cone dropping (penetration) (reference method) | TS 1900-1 | |
Liquid Limit Determination (Cone Dropping with Four Point Method) Experiment | TS EN ISO 17892-12/AASHTO T-89 VE 90 | |
Determination of liquid limit with multiplication device (using semi-logarithmic chart) | TS 1900-1/ASTM D4318 Yöntem A | |
Determination of liquid limit (Casagrande four point method) | TS EN ISO 17892-12/AASHTO T-89 VE 90 | |
Determination of liquid limit (Casagrande single point method) | TS 1900-1/TS EN ISO 17892-12/ASTM D4318 Yöntem B/AASHTO T-89 VE 90 | |
Determination of plastic limit and finding plasticity index | TS 1900-1/ASTM D4318/TS EN ISO 17892-12/AASHTO T-89 VE 90 | |
Determination of grain size distribution (Sifting method) | TS EN ISO 17892-4/AASHTO T-27 | |
Finding grain diameter distribution (Washing sieving method) | TS 1900-1/AASHTO T-27 | |
Finding grain diameter distribution (Dry sifting method) | TS EN ISO 17892-4 | |
Determination of grain size distribution (Hydrometer method) | TS EN ISO 17892-4/TS 1900-1/AASHTO T88 | |
Double hydrometer experiment | ASTM D4221 | |
Determination of grain density (Specific Gravity) | TS EN ISO 17892-3/ASTM D854 | |
Determination of unit volume mass (Linear measurement method) | TS EN ISO 17892-2 | |
Determination of unit volume mass (Liquid immersion method) | TS EN ISO 17892-2/ASTM D4531 Yöntem B | |
Obtaining the dry unit volume weight-water content relationship on the ground with a 2.5 kg tamper (Proctor-Compaction Test)(Standard energy) | ASTM D698/USBR 5500/TS 1900-1/AASHTO T99 | |
Obtaining the dry unit volume weight-water content relationship on the ground with a 4.5 kg tamper (Proctor-Compaction Test) (High energy) | TS 1900-1/ASTM D1557/AASHTO T180 | |
Finding the dry unit volume weight - water content relationship in coarse grained soils using a vibrating rammer | TS 1900-1 | |
Determination of the smallest density and unit weight in soils (maximum void ratio test) | ASTM D4254 Yöntem A | |
Determination of maximum density and unit weight by vibrating table (minimum void ratio test) | TS 13745/ASTM D4253 Yöntem 1B | |
California Transport Rate Test on Soils (CBR-Dry) | AASHTO T193/ASTM D1883 | |
California Bearing Rate Test on Soils (CBR-Wet) (including % swelling) | AASHTO T193/ASTM D1883 | |
California Transport Rate Test in Soils (CBR-three points) | AASHTO T193/ASTM D1883 | |
Determination of True Density, Apparent Density, Total and Open Porosity (1 Experiment Set) | TS EN 1936/ TS 699 | |
Water Absorption Test (3 Samples) (Including Sample Preparation and Test) | TS EN 13755/TS 699 | |
Water Absorption and Saturation Coefficient (in Boiling Water) (3 Samples) | TS 699 | |
Determination of Organic Matter in Soils | ASTM D2974 | |
Determination of Modulus Decrease and Damping Ratio in Soils with Resonant Column Device (Under the desired -relative- tightness and ambient pressure) | ASTM D4015 | |
Repetitive (Dynamic) Torsional Shear Test on Soils | - | |
Load Controlled Repetitive (Dynamic) Triaxial Test | ASTM D5311 | |
Experiment and Sample Properties Reporting | - | |
On-Site Land Observation and Mobilization | - |