IS 14858:2000 specifies the requirements for compression testing machines used to test concrete and mortar specimens. It ensures machines are designed, constructed, and calibrated to provide accurate, continuous, and shock-free application of compressive loads, meeting stringent tolerances for platen dimensions, bearing blocks, and load measurement. This standard is essential for manufacturers, testing laboratories, and quality control engineers involved in concrete strength testing to ensure reliable and consistent test results.
Overview
IS 14858:2000 specifies the requirements for compression testing machines used to test concrete and mortar specimens. It ensures machines are designed, constructed, and calibrated to provide accurate, continuous, and shock-free application of compressive loads, meeting stringent tolerances for platen dimensions, bearing blocks, and load measurement. This standard is essential for manufacturers, testing laboratories, and quality control engineers involved in concrete strength testing to ensure reliable and consistent test results.
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Contents
Structure
IS 14858 - Scope & Key Specifications
Scope: IS 14858 covers test methods and specifications related to bearing blocks used in structural applications, ensuring standardized testing and dimensional control.
Rounding Off Values:
Final test values must be rounded as per IS 2:1960, retaining the same number of significant figures as specified.
Bottom Bearing Blocks (Clause 6.2.4.1):
The maximum diameter of the bearing face for suspended spherically seated blocks depends on the test specimen diameter:
| Diameter of Test Specimen (mm) | Max Diameter of Bearing Face (mm) |
|---|---|
| 51 | 105 |
| 76 | 127 |
| 102 | 165 |
| 152 | 254 |
| 203 | 279 |
This ensures uniformity in bearing block dimensions for reliable load transfer and testing consistency.
IS 14858 Key References and Specifications
Referenced Standards:
The provisions of IS 14858 incorporate other standards by reference. Users must check the latest editions of these standards for compliance.
Rounding Off (IS 2:1960):
Final test or analysis results must be rounded off per IS 2:1960 rules, retaining the same number of significant digits as the specified values.
Surface Texture (Clause 7.6):
Bearing Face Diameter Limits (Clause 6.2.4.1):
Maximum bearing face diameter for suspended spherically seated blocks depends on test specimen diameter:
| Diameter of Test Specimen (mm) | Max Diameter of Bearing Face (mm) |
|---|---|
| 51 | 105 |
| 76 | 127 |
| 102 | 165 |
| 152 | 254 |
| 203 | 279 |
flowchart LR
A[Test Specimen Diameter] --> B[Max Bearing Face Diameter]
B --> C{Shape of Bearing Face}
C -->|Circular| D[Diameter ≤ Max]
C -->|Square| E[Inscribed Circle Diameter ≤ Max]
This ensures proper bearing contact and load distribution as per IS 14858.
IS 14858: Definitions – Key Points
IS 14858 primarily references other standards and general rules rather than providing explicit formulas or tables under "Definitions." Here are the essentials:
Rounding Off: Follow IS 2:1960 for rounding test or calculation results.
Referenced Standards: This code aligns with international practices, notably ASTM C39-86 for compressive strength testing of concrete cylinders.
| Value to Round | Rounded Value (2 significant digits) |
|---|---|
| 12.345 | 12 |
| 0.012345 | 0.012 |
If you need formulas or tables for compressive strength or other parameters, please specify, and I can provide those per IS 14858 or related standards.
IS 14858: General Requirements - Key Points
Rounding Off (IS 2:1960): Final test or calculated values must be rounded off following IS 2 rules, retaining the same significant figures as specified.
Bearing Blocks (Clause 6.2.4.1):
The maximum diameter of the bearing face for suspended spherically seated blocks depends on the test specimen diameter:
| Diameter of Test Specimen (mm) | Max Diameter of Bearing Face (mm) |
|---|---|
| 51 | 105 |
| 76 | 127 |
| 102 | 165 |
| 152 | 254 |
| 203 | 279 |
Note: Square bearing faces are allowed if the largest inscribed circle diameter does not exceed the max diameter above.
Referenced Standards:
flowchart TD
A[Test Specimen Diameter] --> B[Determine Max Bearing Face Diameter]
B --> C{Shape of Bearing Face}
C -->|Circular| D[Diameter ≤ Max Diameter from Table]
C -->|Square| E[Inscribed Circle Diameter ≤ Max Diameter]
This ensures conformity in bearing block sizing and test result precision per IS 14858.
IS 14858: Load Pacers and Load Scale Indicators Key Points
| Parameter | Specification |
|---|---|
| Scale Linearity | Linear scale |
| Scale Resolution | 1 mm ≤ 100 N/s |
| Accuracy | ±5% over operating range |
| Display Type | Dial/scale or electrical indicator |
| Max Load Register | Resettable device required |
| Needle Width | Less than graduation width |
flowchart LR
A[Load Pacer] --> B[Linear Scale (1mm ≤ 100N/s)]
B --> C[Accuracy ±5%]
A --> D[Load Scale Indicator]
D --> E[Visual Display (Dial/Scale/Electrical)]
D --> F[Resettable Max Load Register]
E --> G[Needle Width < Graduation Width]
This ensures precise, clear, and reliable load measurement during testing per IS 14858.
IS 14858 Key Points: Machine Platens & Bearing Blocks
| Component | Key Specification |
|---|---|
| Bearing Block | Tilt ≥ 4°, free rotation in spherical seat |
| Auxiliary Platen | Surface roughness R = 0.4 to 3.2 µm |
| Spacing Block | Hardness ≥ 550 HV, dimension ≥ specimen + 3%, parallel surfaces |
flowchart LR
A[Machine Platen] --> B[Bearing Block]
B --> C[Spherical Seat]
C --> D[Free rotation & tilt ≥ 4°]
A --> E[Auxiliary Platen]
E --> F[Surface roughness R=0.4-3.2 µm]
A --> G[Spacing Block]
G --> H[Hardness ≥ 550 HV]
G --> I[Dimension ≥ specimen + 3%]
G --> J[Parallel top & bottom surfaces]
This ensures reliable load transfer, durability, and accurate testing conditions per IS 14858.
IS 14858: Auxiliary Platens and Spacing Blocks - Key Points
| Parameter | Specification |
|---|---|
| Max. Spacing Blocks | 4 |
| Surface Roughness (R) | 0.4 µm to 3.2 µm |
| Flatness & Parallelism | Same as auxiliary platen |
| Bearing Block Tilt | ≥ 4° tilt in any direction |
flowchart LR
A[Machine Platen] --> B[Auxiliary Platen]
B --> C[Spacing Blocks (max 4)]
C --> D[Spherical Bearing Block]
D --> E[Movable Bearing Face: rotates & tilts ≥ 4°]
Note: Ensure all surfaces are machined and inspected per IS 14858 tolerances to maintain test accuracy and machine safety.
IS 14858: Spacing Blocks Specifications Summary
| Diameter of Test Specimen (mm) | Max Diameter of Bearing Face (mm) |
|---|---|
| 51 | 105 |
| 76 | 127 |
| 102 | 165 |
| 152 | 254 |
| 203 | 279 |
flowchart TD
A[Spacing Blocks] --> B[Material: Hardness ≥ 550]
A --> C[Flatness & Parallelism per Aux. Platen]
A --> D[Surface Roughness R: 0.4µm to 3.2µm]
A --> E[Bearing Face Diameter Limits]
E --> F{Diameter of Test Specimen}
F -->|51 mm| G[Max 105 mm]
F -->|76 mm| H[Max 127 mm]
F -->|102 mm| I[Max 165 mm]
F -->|152 mm| J[Max 254 mm]
F -->|203 mm| K[Max 279 mm]
This ensures durability, precision, and conformity for spacing blocks in testing machines.
IS 14858 – Marking and Identification (Clause 9)
Mandatory Markings on Machines (Clause 9.1):
BIS Certification Marking (Clause 9.2):
| Marking Element | Description | Requirement |
|---|---|---|
| Source of Manufacture | Manufacturer's name/trademark | Mandatory |
| Date of Manufacture | Month & Year | Mandatory |
| Serial Number | Unique machine ID | Mandatory |
| BIS Standard Mark | BIS Certification Mark | Optional, licensed |
flowchart TD
A[Machine] --> B[Marking]
B --> C[Source of Manufacture]
B --> D[Date of Manufacture]
B --> E[Serial Number]
B --> F{BIS Standard Mark?}
F -->|Yes| G[License from BIS]
F -->|No| H[No BIS Mark]
This ensures traceability, quality assurance, and compliance with IS 14858.
IS 14858: Calibration and Verification Key Points
When to verify:
Test Loads:
For each test point, record:
Calculate: [ E = A - B ] [ %E = \frac{E}{B} \times 100 ]
| Load Point | Load (N) | Condition |
|---|---|---|
| 1 | Minimum | Starting load |
| 2 | ≈ 1/4 range | Increment ≤ 1/3 of (max-min) |
| 3 | ≈ 1/2 range | Increment ≤ 1/3 of (max-min) |
| 4 | ≈ 3/4 range | Increment ≤ 1/3 of (max-min) |
| 5 | Maximum | Final load |
flowchart LR
A[Start Verification] --> B[Apply 5 Loads in Ascending Order]
B --> C[Record Load Indicated (A) and Applied Load (B)]
C --> D[Calculate Error E = A - B]
D --> E[Calculate % Error = (E/B)*100]
E --> F{Is Error Acceptable?}
F -- Yes --> G[Verification Passed]
F -- No --> H[Recalibrate or Repair Machine]
This ensures precise calibration and reliable test results per IS 14858.
IS 14858: Record of Machine Performance - Key Specifications
Surface Texture (Clause 7.6):
The R value (surface roughness) of auxiliary platen contact faces must be between 0.4 µm and 3.2 µm.
Machine Indicators (Clause 5.3.1):
Machine Movement Rates (Clause 1.3):
Machine Markings (Clause 9.1):
| Parameter | Value/Range | Clause Reference |
|---|---|---|
| Surface roughness (R) | 0.4 µm to 3.2 µm | 7.6 |
| Moving head speed (screw) | ~1.3 mm/min (idle) | 1.3 |
| Loading rate (hydraulic) | 0.14 to 0.324 MPa/s | 1.3 |
| Max load indicator | Resettable device required | 5.3.1 b |
| Indicator needle width | < graduation width | 5.3.1 c |
flowchart TD
A[Machine Setup] --> B[Check Surface Texture (0.4-3.2 µm)]
B --> C[Calibrated Load Indicators]
C --> D[Resettable Max Load Device]
D --> E[Mark Machine Info (Manufacturer, Date, Serial)]
E --> F[Set Moving Head Speed or Loading Rate]
This ensures accurate, reliable machine performance records per IS 14858.
Committee Name: Cement and Concrete Sectional Committee, CED 2
Composition: Includes representatives from:
Annex A lists detailed members with their affiliations and alternates, ensuring broad expertise and representation.
| Role | Representative Organization |
|---|---|
| Chairman | Dr. H.C. Visvesvaraya, Bangalore |
| Director | A.P. Engineering Research Laboratories, Hyderabad |
| Member Secretary | Central Board of Irrigation and Power, New Delhi |
| Industry Members | Cement Corporation, Gammon India, Larsen & Toubro |
| Academic Members | IIT Kharagpur, Indian Institute of Science |
| Govt. Agencies | Central Water Commission, Ministry of Surface Transport |
graph TD
A[Committee Composition] --> B[Government Labs]
A --> C[Industry Representatives]
A --> D[Academic Institutions]
A --> E[Public Works Departments]
A --> F[Specialized Agencies]
B --> G[CBRI, CRRI, CSIR]
C --> H[Cement Corps, Gammon, L&T]
D --> I[IIT, IISc]
E --> J[CPWD, PWD]
F --> K[Fly Ash Mission, Geological Survey]
This composition ensures comprehensive expertise for standard formulation in cement and concrete testing.
Frequently Asked
According to IS 14858:
Machine Platens (Auxiliary Platens):
Spacing Blocks on Lower Machine Platen:
Steel Bearing Blocks:
| Component | Hardness (Vickers) | Notes |
|---|---|---|
| Auxiliary Platens | ≥ 550 | No irreversible deformation |
| Spacing Blocks | ≥ 550 | No irreversible deformation |
| Bearing Blocks Faces | ≥ 550 | Hardened steel, flatness & size control |
This ensures durability and accuracy in testing machine components.
Loading diagram...
According to IS 14858:
Calibration Verification Frequency:
Verification Procedure (Clause 10.2):
Machine Requirements (Clause 3.1):
This ensures reliable compression test results per IS 14858.
According to IS 14858, the tolerances for platen geometry are:
Flatness tolerance (each contact face of platens):
0.03 mm wide (Clause 7.3)
Parallelism tolerance (one contact face of auxiliary platen relative to the other face as datum):
0.06 mm wide (Clause 7.5)
Squareness tolerance (each edge of auxiliary platen relative to adjacent edge as datum):
0.06 mm wide (Clause 7.4)
Spacing blocks must meet the same flatness and parallelism tolerances as auxiliary platens (Clause 8.3).
| Parameter | Tolerance (mm) | Reference Clause |
|---|---|---|
| Flatness | 0.03 | 7.3 |
| Parallelism | 0.06 | 7.5 |
| Squareness | 0.06 | 7.4 |
These tight tolerances ensure accurate and uniform load application during testing.
IS 14858 mandates the following for load application in compression testing machines:
Loading Rate:
The load must be applied at a rate prescribed in IS 516.
Specifically:
Load Application Type:
The load must be applied monotonically and gradually, ensuring uniform increase without shocks, to simulate actual compressive strength conditions.
Machine Robustness:
The machine must be robust enough to handle specimen size and expected load, maintaining the prescribed loading rate.
| Machine Type | Load Application Rate |
|---|---|
| Screw Type | Moving head speed ~1.3 mm/min |
| Hydraulic Type | Load rate 0.14 to 0.324 MPa/s |
This ensures consistent and reliable compressive strength testing as per IS standards.
According to IS 14858, load indication and recording devices must be designed and maintained as follows:
| Step | Description | Requirement |
|---|---|---|
| 1 | Apply 5 test loads | In 4 equal increments ascending |
| 2 | Successive load difference | ≤ 1/3 of (max - min) load |
| 3 | Record indicated (A) and applied (B) load | Calculate error and % error |
| 4 | Maintain calibration accuracy | Within specified tolerances |
Loading diagram...
This ensures reliable load measurement and consistent machine performance.
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