Test and Analysis List
KodTestMethod
İMBTST001Sieve analysis of fine and coarse mixed aggregate mixtureTS EN 933-1
İMBTST002Sieve analysis of fine aggregateTS EN 933-1
İMBTST003Sieve analysis of coarse aggregateTS EN 933-1
İMBTST004Granulometry correction and necessary calculations-
İMBTST011Finding the part of the aggregate that passes through sieve no. 200-
İMBTST012Determination of fineness modulus of fine aggregate (including sieve analysis)TS 706 EN 12620+A1
İMBTST013Determination of coarse aggregate abrasion loss with Los Angeles testTS EN 1097-2
İMBTST014Determination of the amount of flammable materialTS EN 1744-1
İMBTST015Finding fineness by cement sieve analysisTS EN 196-6
İMBTST016Finding cement setting timeTS EN 1963+A1
İMBTST017Cement consistency testTS EN 196-3 +A1
İMBTST018Finding the compressive strength of cement
(With ready example)
TS EN 196-1
İMBTST019Finding the compressive strength of cement
(With samples prepared in the laboratory)
TS EN 196-1
İMBTST020Finding the bending strength of cement
(With ready sample)
TS EN 196-1
İMBTST021Finding the bending strength of cement
(With samples prepared in the laboratory)
TS EN 196-1
İMBTST022Pozzolanic activityTS 25, TS EN 450
İMBTST023Ignition loss determinationTS EN 196-2
İMBTST024Concrete 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
İMBTST025Finding the unit volume weight of fresh concreteTS EN 12350-6
İMBTST026Finding the unit volume weight of hardened concreteTS EN 12350-6
İMBTST027Determination of air void percentage in fresh concreteTS EN 12350-7
İMBTST028Determining the consistency of fresh concrete by slump testTS EN 12350-2 ASTM C 143
İMBTST029Finding the penetration of fresh concrete-
İMBTST030Finding concrete cube compressive strength (3 Samples)TS EN 12390-3
İMBTST031Determination of concrete cylinder compressive strength (Without Title) (3 Samples)TS EN 12390-3
İMBTST032Finding the compressive strength of concrete cylinder (With Title) (3 Samples)TS EN 12390-3
İMBTST033Fresh concrete sample collection and compressive strength test (3 samples)TS EN 13791
İMBTST034Core extraction test (At least 3 cores)TS EN 13791
İMBTST035Additional core extraction (1 Piece)TS EN 13791
İMBTST036Core crushing (3 pieces with ready sample)TS EN 13791
İMBTST037Cutting a core sample (1 piece)TS EN 13791
İMBTST038Core sample titling (1 Sample)TS EN 13791
İMBTST039Core breaking (including cutting and heading) (3 Samples)TS EN 13791
İMBTST040Core drilling (Including All Tests)TS EN 13791
İMBTST041Determining the compressive strength of concrete with a concrete gun (for at least 10 points)TS 3260, DIN 1048
İMBTST042per additional point-
İMBTST043Determination of concrete tensile strength (Brazil Test) (3 samples)-
İMBTST044Concrete bending test (3 Samples)TS EN 12350-5
İMBTST045Determination of cement dosage in hardened concrete (Physical Experiments)TS 2518
İMBTST046Special concrete design and all required tests included-
İMBTST047Reinforcement Location Determination in Reinforced Concrete Elements (1 Element)-
İMBTST048Determination of Concrete Compressive Strength with Ultrasonic Sound Device and Concrete Gun-
İMBTST049Tensile test (for one ready sample) (up to ?16)TS EN 10002-1
İMBTST050Tensile test (for one ready sample) (?16 and above)TS EN 10002-1
İMBTST051Finding the shape, size and volume weight of the brick (for 10 samples)TS EN 772-16
İMBTST052Finding the unit weight of the brick (for 10 samples)TS EN 772-13
İMBTST053Finding the compressive strength of brick (for 10 samples)TS EN 772-1
İMBTST054Harmful lime and magnesia test in brick (for 5 samples)-
İMBTST055Finding tile dimensions (for 10 samples)TS EN 1024
İMBTST056Water absorption test on tiles (for 5 samples)TS EN 772-7
İMBTST057Determining the bending strength of the tile (for 5 samples, including preparation)TS EN 538
İMBTST058Harmful lime and magnesia test in tiles-
İMBTST059Finding unit volume weight and water absorption in tiles
(for 5 samples)
TS EN ISO 10545-3
İMBTST060Determining the bending strength of tiles (for 5 samples)TS EN ISO 10545-4
İMBTST061Finding the compressive strength of aerated concreteTS EN 771-4
İMBTST062Determination of aerated concrete moisture contentTS EN 771-4
İMBTST063Damage detection in the structure-
İMBTST064Performance evaluation of existing buildings
(Simple method; visual inspection, field trip)
-
İMBTST065Performance evaluation of existing buildings
(Detailed evaluation; in accordance with earthquake specifications)
-
İMBTST066Static-dynamic calculation and project planning in reinforced concrete structures-
İMBTST067Static-dynamic calculation and project planning in masonry structures-
İMBTST068Compliance check of the building's project-
İMBTST081Uniaxial ShrinkageTS 1900-1
İMBTST082Volumetric shrinkageTS 1900-1/ASTM D427
İMBTST121Correction of Core Surfaces (for 1 sample)---
İMBTST150fine aggregateTS EN 933-1/ASTM C136
İMBTST151Run-off aggregate is separated into sand and gravelTS EN 933-1/ASTM C136
İMBTST152Density, relative density and water absorption (Coarse Aggregate)TS EN 1097-6/ASTM C127/AASHTO T85
İMBTST153Density, relative density and water absorption (Fine Aggregate)TS EN 1097-6/ASTM C128
İMBTST155Determination of bulk density (loose) and void volumeTS EN 1097-3/ASTM C29
İMBTST160Methylene blue experimentTS EN 933-9/ASTM C837
İMBTST161Determination of magnesium sulfate (Mg SO4) testTS EN 1367-2/ASTM C88
İMBTST163Determination of Resistance to Freezing and ThawingTS EN 1367-1/ASTM D560
İMBTST165Determination of grain shape - Shape indexTS EN 933-4
İMBTST166Grain shape determination flatness indexTS EN 933-3/BS 812
İMBTST168Drying shrinkage test (for 1 sample)ASTM C 596-01
İMBTST169Ph Determination (for 1 sample) 
İMBTST170TDS Determination (for 1 sample) 
İMBTST171EC Conductivity determination (for 1 sample) 
İMBTST172Multimeter pH, mV, ORP, Conductivity, TDS bulk measurement 
İMBTST173STL 3D printer printing + Curing (Anycubic Resin - Modeled part production)-
İMBTST174Object 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 methodASTM 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 strengthTS 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 boxTS 1900-2/TS EN ISO 17892-10/ASTM D3080
 pinhole experimentTS 1900-2 - T1/ASTM D4647
 Dispersion experimentTS 1900-2 - T1/ASTM D6572
 Determination of swelling percentageTS 1900-2 - T1/ASTM D4546
 Test for determination of swelling pressureTS 1900-2 - T1/ASTM D4546
 Constant level permeability testASTM D2434/TS EN ISO 17892-11
 Falling level permeability testTS 1900-2 - T1/TS EN ISO 17892-11/ASTM D5856
 Vane shear test (Laboratory)ASTM D4648
 falling cone experimentTS EN ISO 17892-6
 Determination of water contentTS EN ISO 17892-1/ASTM D2216/TS 1900-1
 Soil classification (Observational)ASTM D2488/TS EN ISO 14688-1
 Soil classification according to laboratory testsTS 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) ExperimentTS 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 indexTS 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 experimentASTM 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 rammerTS 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 SoilsASTM 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 TestASTM D5311
 Experiment and Sample Properties Reporting-
 On-Site Land Observation and Mobilization-