IS 24551990AI Search Enabled✦ AI Generated

Method of sampling of model trees and logs and their conversion for timber testing

IS 2455:1990 specifies the method for selecting model trees and logs from forest areas and their systematic conversion into test specimens for evaluating the physical and mechanical properties of timber. It provides detailed procedures for marking, cutting, and preparing logs and sticks, ensuring representative sampling for accurate timber testing. This standard is essential for forestry engineers, timber testing laboratories, and researchers involved in timber quality assessment and structural timber evaluation.

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What This Standard Covers

IS 2455:1990 specifies the method for selecting model trees and logs from forest areas and their systematic conversion into test specimens for evaluating the physical and mechanical properties of timber. It provides detailed procedures for marking, cutting, and preparing logs and sticks, ensuring representative sampling for accurate timber testing. This standard is essential for forestry engineers, timber testing laboratories, and researchers involved in timber quality assessment and structural timber evaluation.

Who Uses This Standard

  • Forestry engineers
  • Timber testing laboratory technicians
  • Wood product researchers
  • Structural engineers specializing in timber
  • Forest management professionals
  • Quality control inspectors in timber industry
  • Material scientists focusing on wood properties

Key Topics Covered

Selection of test areas and model trees
Marking and felling procedures
Log conversion into bolts and sticks
Identification and labeling of specimens
Sampling consignment preparation
Storage and preservation of test specimens
Order and types of mechanical and physical tests
Preparation of standard clear specimens
Documentation and record keeping
Handling of defects and species identification
Soil and environmental sample collection
Moisture conditioning and drying of specimens

Table of Contents

1Scope

IS 2455: Scope Summary & Key Specifications

IS 2455 covers methods for testing timber, focusing on sampling, specimen selection, and test procedures to ensure timber quality.

Scope Highlights:

  • Applies to structural timber testing and analysis.
  • Specifies sampling methods and test specimen preparation.
  • Requires rounding off results per IS 2:1960 (same significant figures as standard values).
  • References related IS codes for preservation, terminology, and testing:
IS No.Title
401:1982Preservation of timber
707:1976Glossary of timber terms
1708 (Parts 1-18):1986Testing small clear timber specimens
2408:1963Static tests on structural timber
4905:1968Random sampling methods

Key Sampling & Site Data (Annex A):

  • Record site details: state, division, tree count, map with tree locations.
  • Environmental data: temperature, rainfall, humidity, groundwater depth.
  • Site characteristics: altitude, slope, soil type, drainage, erosion.
  • Vegetation and fauna observations.
  • Landform physiography and drainage classification.

Specimen Selection:

  • Number and position of bolts (timber samples) per tree are standardized (Fig. 2 in code).
  • Order of tests and specimen selection detailed in Clause 4.3 and Annex A.

Rounding Off Rule (IS 2:1960)

  • Round test results to same decimal places as specified values.
  • Ensures consistency in reporting.

flowchart TD
    A[Timber Source] --> B[Sampling & Site Data Collection]
    B --> C[Specimen Selection]
    C --> D[Testing (Mechanical, Physical)]
    D --> E[Result Calculation & Rounding (IS 2)]
    E --> F[Compliance Evaluation]

For detailed test procedures, refer to IS 1708 and IS 2408. The scope ensures uniformity in timber testing and quality assessment.

2References

IS 2455 - References Summary

Key Indian Standards Referenced (Clause 2.1)

IS No.Title
401 : 1982Code of practice for preservation of timber (3rd revision)
707 : 1976Glossary of terms applicable to timber technology (2nd revision)
1708 (Parts 1-18) : 1986Methods of testing small clear specimens of timber (2nd revision)
2408 : 1963Method of static tests of timbers in structural sizes
4905 : 1968Methods for random sampling

Important Notes:

  • Rounding off: Use IS 2:1960 rules for numerical rounding to match significant digits of specified values.
  • Specimen selection: Annex C provides detailed schedules for specimen allocation for various tests (static bending, impact, compression, tension, shear, hardness, etc.) ensuring representative sampling from different zones (pith, periphery, intermediate).
  • Standard Mark: Products conforming to IS standards carry BIS certification assuring quality and compliance.

Specimen Testing Overview (Annex C)

  • Static bending: 1 specimen/pair of sticks
  • Impact bending: 6 specimens from different zones
  • Compression parallel/perpendicular: 1 specimen per stick or 50% sticks
  • Shear, tension, cleavage, torsion: 6 specimens/pairs from zones
  • Nail/screw withdrawal: 18 specimens
  • Specific gravity & shrinkage: 6 specimens
flowchart TD
    A[Timber Sample] --> B{Select Specimens}
    B --> C[Static Bending]
    B --> D[Impact Bending]
    B --> E[Compression]
    B --> F[Shear & Tension]
    B --> G[Hardness & Shrinkage]
    C --> H[1 specimen/pair]
    D --> I[6 specimens (zones)]
    E --> J[1 specimen/stick or 50%]
    F --> K[6 specimens/pairs]
    G --> L[6 specimens]

For detailed test procedures and sampling, refer to IS 2455 Annex C and related IS codes listed above.

3Definitions

IS 2455: Definitions Summary (Clause 3.1 & References)

  • Definitions: As per IS 2455 Clause 3.1, all terms are defined according to IS 707:1976 - Glossary of terms applicable to timber technology and utilization.

  • Key Reference Standards:

    IS No.Title
    401:1982Preservation of timber
    707:1976Glossary of timber terms
    1708 (Parts 1-18):1986Testing small clear timber specimens
    2408:1963Static tests of structural timber
    4905:1968Methods for random sampling
  • Rounding Off: Final test values are rounded per IS 2:1960 rules, maintaining the same significant figures as specified.


Important Notes on Definitions & Site Data (Annex A)

  • Definitions rely on IS 707:1976; consult it for timber-specific terms like "clear wood," "knot," "grain," etc.
  • Site and sample data collection includes:
    • Tree origin (natural, plantation)
    • Location details (state, division, map)
    • Climate (temperature, rainfall, humidity)
    • Soil, vegetation, drainage, erosion, and other environmental factors
  • This comprehensive data ensures proper classification and testing of timber samples.

Quick Reference: Rounding Off Numerical Values (IS 2:1960)

ConditionRule
Digit after last significant figure < 5Round down (leave unchanged)
Digit after last significant figure ≥ 5Round up

flowchart TD
    A[IS 2455 Definitions] --> B[IS 707:1976 Terms]
    A --> C[Timber Testing Standards]
    C --> D[IS 1708 - Small Specimens]
    C --> E[IS 2408 - Structural Sizes]
    A --> F[Rounding Rules IS 2:1960]
    A --> G[Site Data Collection (Annex A)]

For detailed timber terms, always refer to IS 707:1976.

4Selection of Test Area

IS 2455: Selection of Test Area - Key Points

1. Definition:

  • Test Area: A specific forest compartment/block selected for timber tree testing (Clause 3.1.4).

2. Taxation of Test Area (Annex A - Clause 4.3):

  • Use the standard form to record:
    • State, Division, Range.
    • Total number of trees of the species.
    • Sketch map with tree locations (circled numbers).
    • Climate data: Max/Min/Mean temperature, rainfall, humidity.
    • Nearby water bodies and groundwater depth.
    • Geological formation, altitude, slope shape, and gradient.
    • Vegetation type, ground cover, regeneration status.
    • Soil characteristics: type, root penetration, moisture, organic matter.
    • Landform physiography, relief, drainage (external/internal), erosion, deposition.
    • Parent material and surface condition.
    • History of site management (fire, grazing, felling).

3. Selection Criteria Summary Table (from Annex A):

ParameterOptions / Data to Record
Landform PhysiographyHill top, Hill slope, Plateau, Alluvial plain, Valley
ReliefHilly excessive, Undulating, Flat upland, Flat lowland
Drainage (External/Internal)Ponded to Excessive water logging
ErosionSlight, Moderate, Severe, Gullied
Soil TypeRed, Lateritic, Black, Alluvial, Brown, Desert, Saline
Moisture (Topsoil/Subsoil)Wet, Moist, Moderately dry, Dry, Very dry
Organic MatterLittle, Average, High, Excessive

4. Important Notes:

  • Include sketch map with tree numbers and geographical features.
  • Record site quality (natural seedling, coppice, plantation).
  • Verify and sign off by collector and dispatcher.

flowchart TD
    A[Test Area Selection] --> B[Record Site Details]
    B --> C[Climate Data]
    B --> D[Geological & Soil Data]
    B --> E[Vegetation & Landform]
    B --> F[Drainage & Erosion]
    B --> G[Sketch Map & Tree IDs]
    G -->
5Selection of Model Trees in Test Area

IS 2455: Selection of Model Trees in Test Area

Key Specifications (Clause 5):

  • Tree Selection (5.2):

    • Trees must be selected standing by a qualified person familiar with species identification and conversion/testing implications.
    • Testing authority should inspect trees before felling if needed.
  • Girth Grouping (5.4):

    • If selected trees vary widely in girth, divide into girth groups before testing.
    • Different consignments from each group are tested separately.
Group NumberGirth (mm)
G1450 - 600
G2600 - 800
G3800 - 1,100
G41,100 - 1,500
G51,500 - 2,000
G62,000 and above
  • Notification (5.6):
    • Inform testing authority immediately after tree selection for further instructions.

Summary Flow:

flowchart TD
    A[Select Trees Standing] --> B{Qualified Person}
    B --> C[Identify Species]
    C --> D[Divide into Girth Groups (if varied)]
    D --> E[Inform Testing Authority]
    E --> F[Mark and Fell Trees (Clause 6)]

This ensures representative sampling and proper testing per IS 2455.

6Marking and Felling of Model Trees

IS 2455: Marking and Felling of Model Trees - Key Points

1. Marking of Model Trees (Clause 6.3)

  • Mark tree number and northern point clearly on each tree, just below the ring.
  • Bark removal may be done to mark.
  • Distinguish category marks as needed.
  • For numbers 6 and 9, draw a line underneath to avoid confusion.

2. Selection and Notification (Clauses 5.2 & 5.6)

  • Trees must be selected by a qualified person who can identify species and understand testing implications.
  • Testing authority should be informed immediately after selection for further instructions or inspection.

3. Documentation (Clause 4.3)

  • Fill in the taxation particulars of the test area in the standard form (Annex A).

Summary Table for Marking

ItemSpecification
Mark LocationJust below the ring on the tree trunk
Mark TypeTree number, northern point, category
Bark RemovalSmall portion if necessary
Special MarkingLine under 6 and 9 to avoid confusion

flowchart TD
    A[Select Model Trees] --> B[Mark Tree Number & Northern Point]
    B --> C[Notify Testing Authority]
    C --> D[Testing Authority Inspects/Provides Instructions]
    D --> E[Felling of Marked Trees]

This ensures traceability and correct specimen identification during testing.

7Conversion of Trees into Logs and Despatching to the Testing Authority

IS 2455: Conversion of Trees into Logs & Dispatching

Key Points & Specifications

  • Merchantable bole length (m): Common lengths are 4.5, 6.0, 7.5, 9.0, 10.5, 12.0, 13.5, 15.0, 16.5, 18.0, 19.5, 21.0, 22.5, 24.0 (Clause 3.0).

  • Log selection (Clause 7.1.1):

    • Only one log from the bottom portion of the tree is taken for standard testing.
    • If multiple logs are tested, they must be from different heights.
    • Each log must be numbered and its height position recorded.
  • Specimen identification & record keeping (Annex B & Clause 7.6):

    • Record marks on small end, breast height, and stump disc.
    • Record age, total length, trunk length, girth at 1.37 m height.
    • Dates of felling, converting, dispatch.
    • Log girth (mm) at ends.
    • Description of visible defects.
    • Details of dispatch voucher and references.
    • Signatures of collector and dispatcher with dates.
  • Specimen ends must be coated to prevent moisture loss before dispatch.


Table format for Tree Information (Annex B)

ParameterDescription
1a) Mark on small endIdentification mark
1b) Mark at breast heightIdentification mark
1c) Mark on stump discIdentification mark
2) Age of treeFrom records
3) Total tree length (m)Measured length
4) Trunk length (m)Merchantable bole length
5) Girth at 1.37 m (mm)Over bark girth
6) Date of fellingDate
7) Stump height (m)Height of stump
8) Date of log conversionDate
9) End coating methodE.g., wax, paint
8Receipt and Verification of Logs by Testing Authority

IS 2455: Receipt and Verification of Logs by Testing Authority

Key Specifications (Clause 8.1 & Annex B)

  • Identification: Check and record log ID, species, and all dispatched details.
  • Verification: Confirm marks on:
    • Small end
    • Breast height (1.37 m)
    • Disc cut from stump
  • Record details:
    • Age of tree (if known)
    • Total tree and trunk length
    • Girth at breast height (over bark)
    • Date of felling and converting to logs
    • End coating method
    • Log girth (in mm)
    • Dispatch voucher/reference no.
    • Visible defects description
  • Signatures: Collector and dispatcher must sign and date after verification.

Important Timing (Clause 7.7.5)

  • Minimize time between felling and dispatch to preserve log quality.

Taxation & Site Info (Annex A)

  • Record site data: forest type, soil, drainage, altitude, climate, and vegetation.
  • Include sketch map showing tree locations.

Summary Table for Log Verification

ParameterDetails to Record
Identification MarksSmall end, breast height, stump disc
Tree DimensionsTotal length, trunk length, girth (mm)
DatesFelling, converting to logs
Log TreatmentEnds coating method
Dispatch DetailsVoucher no., covering letter reference
DefectsVisible defects description
SignaturesCollector & dispatcher with dates

flowchart TD
    A[Felling of Tree] --> B[Marking & Identification]
    B --> C[Log Conversion & Coating]
    C --> D[Dispatch to Testing Authority]
    D --> E[Verification of Logs]
    E --> F[Record Keeping & Signatures]

Ensure all data is accurate to maintain traceability and quality control per IS 2455.

9Conversion of Logs into Sticks for Testing

IS 2455: Conversion of Logs into Sticks for Testing

Key Specifications (Clause 9.2)

  • Marking on small end (top):

    • Squares of 62 mm × 62 mm or 32 mm × 32 mm.
    • Sticks sawn into nominal 60 mm × 60 mm or 30 mm × 30 mm scantlings.
    • Orientation: Parallel to pith-to-pith axis.
    • Cardinal points marked as N, E, S, W; if unknown, use H, K, L, M.
    • Sector portions marked for radial and tangential shrinkage specimens.
  • Bolt Length & Identification:

    • Logs divided into bolts of 1.5 m or 1 m length (based on girth).
    • Bolts labeled alphabetically from the stump upwards (e.g., 'a', 'b', 'c').

Additional Guidelines

  • Only one log from the bottom portion of the tree is used for small clear specimen testing (Clause 7.1.1).
  • Logs should be photographed with cardinal points and scale before cutting (Clause 9.1).
  • Logs stored submerged in clean water, changed weekly to prevent deterioration (Clause 8.2).

Summary Table: Log to Stick Conversion

ParameterDimension/ValueNotes
Marking square size62 mm × 62 mm or 32 mm × 32 mmOn small end
Stick scantling size60 mm × 60 mm or 30 mm × 30 mmParallel to pith axis
Bolt length1.5 m or 1 mDepends on girth
Bolt labelingAlphabetical (a, b, c, ...)Starting near stump

flowchart TD
    A[Log] --> B[Mark small end with squares]
    B --> C[Mark cardinal points (N,E,S,W or H,K,L,M)]
    C --> D[Divide into bolts (1m or 1.5m)]
    D --> E[Label bolts alphabetically]
    E --> F[Saw into sticks (60x60 or 30x30 mm)]
    F --> G[Use sticks
10Matching of Marked Sticks for Tests Under Green and Dry Conditions

Matching of Marked Sticks for Tests Under Green and Dry Conditions (IS 2455)

Key Specifications & Procedures

  • Marking (Clause 9.3):
    Each test stick is marked with project, consignment, tree, bolt designation, and stick number (e.g., 1-2-3 a-N 5).

  • Matching (Clause 10.1):

    • 1.5 m sticks (60×60 mm) from adjacent bolts of the same log are interchanged to form two composite bolts, each with equal portions from both bolts.
    • Similarly, 1 m sticks (30×30 mm) are interchanged to form composite bolts.
    • One composite bolt is tested green, the other dry.
  • Green Condition Storage (Clause 11.2.1):
    Store material in a framed pit/container, covered with damp sawdust to maintain moisture above fibre saturation point.

  • Dry Condition Preparation (Clause 11.1.2):

    • 20% of sticks weighed periodically until equilibrium moisture content (~12%) is reached.
    • Moisture content verified by oven dry method (IS 1708).
    • Condition sticks at 27±2℃, 65±5% RH to reduce moisture gradients.
    • Plan sticks to 50×50 mm or 20×20 mm before testing.

Summary Table: Stick Sizes and Conditions

Stick LengthCross-section (mm)Condition TestedNotes
1.5 m60 × 60Green / DryComposite bolts formed by interchange
1 m30 × 30Green / DrySimilar interchange for composite bolts

flowchart LR
    A[Original Bolts] --> B[Interchange 1.5m sticks (60x60)]
    A --> C[Interchange 1m sticks (30x30)]
    B --> D[Composite Bolt 1 (Green Test)]
    B --> E[Composite Bolt 2 (Dry Test)]
    C --> F[Composite Bolt 3 (Green Test)]
    C --> G[Composite Bolt 4 (Dry Test)]

Note: Follow oven dry method (IS 170

11Storage of Sticks to be Tested

IS 2455: Storage of Sticks to be Tested – Key Points & Specifications


1. Moisture Monitoring (Clause 11.1.2)

  • 20% of sticks weighed to nearest gram at storage start.
  • Weight recorded periodically until equilibrium moisture content is reached.
  • After equilibrium, take moisture disc (~25 mm length, full cross-section) from about 10% of sticks.
  • Disc cut ≥200 mm from ends to avoid material loss.
  • Moisture content determined by oven dry method (IS 1708 Parts 1-18:1986).
  • When moisture ~12%, sticks conditioned at:
    • Temperature: 27 ± 2°C
    • Relative Humidity: 65 ± 5%
  • Conditioning reduces moisture gradient before machining.

2. Preparation for Testing (Clause 11.2.2)

  • Sticks planed on four sides to cross-section:
    • Either 50 mm × 50 mm or 20 mm × 20 mm
  • Test specimens cut as per IS 1708.
  • Minimize time between planning and testing to avoid moisture changes.

3. Identification & Matching (Clause 9.3 & 10.2)

  • Each stick marked with:
    • Project No.
    • Consignment No.
    • Tree No.
    • Bolt designation
    • Stick No.
  • All material from one composite bolt tested under same conditions.

Summary Table: Storage & Conditioning Parameters

ParameterValue
Initial weighing20% sticks, nearest gram
Moisture disc length~25 mm
Distance from ends≥200 mm
Target moisture content~12%
Conditioning temp.27 ± 2°C
Conditioning RH65 ± 5%
Cross-section size50×50 mm or 20×20 mm

Moisture Content Calculation (Oven Dry Method, IS 1708)

[ \text{Moisture Content (%) } = \frac{W_{wet} - W_{dry}}{W_{dry}} \times 100 ]

  • (W_{wet}): Weight before drying
  • (W
12Order of Tests and Selection of Specimens

IS 2455: Order of Tests and Selection of Specimens

1. Order of Tests (Clause 12.1)

To minimize changes due to storage/weather, tests should be conducted in this sequence:

  1. Static bending
  2. Impact bending
  3. Izod/Charpy impact
  4. Compression parallel to grain
  5. Compression perpendicular to grain
  6. Shear parallel to grain
  7. Cleavage parallel to grain
  8. Tension parallel to grain
  9. Tension perpendicular to grain
  10. Nail and screw withdrawal
  11. Specific gravity and volumetric shrinkage
  12. Radial and tangential shrinkage

2. Selection of Specimens

  • Standard Clear Specimens (Clause 3.1.3):
    Specimens must be free from defects, with straight grains, and sized as per IS 1708 (Parts 1-18):1986.

  • Specimen Preparation (Clause 11.2.2):
    All materials surfaced to 50 mm × 50 mm or 20 mm × 20 mm cross-section before cutting test specimens.
    Cut specimens per IS 1708 size and shape.
    Minimize time between cutting and testing; store green specimens in framed pits if delay occurs.


3. Specimen Size Reference (IS 1708)

Test TypeSpecimen Size (mm)
Static BendingAs per IS 1708 Part 1
Impact BendingAs per IS 1708 Part 2
Compression (parallel)As per IS 1708 Part 3
Compression (perpendicular)As per IS 1708 Part 4
ShearAs per IS 1708 Part 5
Tension (parallel)As per IS 1708 Part 6
Tension (perpendicular)As per IS 1708 Part 7

(Refer IS 1708 for detailed dimensions)


4. Bolt Selection (Fig. 2)

  • Bolts to be collected from merchantable bole length (e.g., 1–5 m sections).
  • Designated by letters according to

Popular Questions About IS 2455

?What criteria are used for selecting model trees and logs for testing?

Criteria for Selecting Model Trees and Logs (IS 2455):

  • Tree Selection (Clauses 5.2 & 5.3):

    • Selected by a qualified person familiar with species and testing implications.
    • Trees must be healthy, of average growth, dominant, and from the same age group.
    • Ignore trees that are excessively fast/slow grown, too clear/branchy, or unusually straight/crooked.
    • For commercially important species, select trees of merchantable size.
  • Girth Grouping (Clause 5.4):

    • If girths vary widely, divide trees into groups:
GroupGirth (mm)
G1450 - 600
G2600 - 800
G3800 - 1100
G41100 - 1500
G51500 - 2000
G6> 2000
  • Log Selection (Clause 7.1.1):
    • Take only one log from the bottom portion for small clear specimen tests.
    • If multiple logs are needed, take from different heights; number and record their height positions.

This ensures representative, consistent samples for reliable mechanical property evaluation.

?How should logs be marked and converted into test specimens according to IS 2455?

According to IS 2455 (Clause 9.2), logs are marked and converted into test specimens as follows:

  • Marking on small (top) end:

    • Draw squares of 62 mm × 62 mm or 32 mm × 32 mm (Fig. 1).
    • Mark cardinal points: N, E, S, W; if unknown, use H, K, L, M instead.
    • Mark sector portions for extracting radial and tangential shrinkage specimens and other tests (nail holding, creep, fatigue).
  • Conversion into scantlings:

    • Saw logs into nominal 60 mm × 60 mm or 30 mm × 30 mm sticks parallel to the pith-to-pith axis, depending on girth.
  • Bolt division:

    • Divide logs into bolts of 1.5 m or 1 m length (based on girth).
    • Label bolts alphabetically starting from the stump end (e.g., 'a' bolt nearest stump, then 'b', etc.).
  • Additional notes:

    • Only one log from the bottom portion of the tree is preferred for standard testing (Clause 7.1.1).
    • Logs should be stored submerged in clean water to prevent deterioration (Clause 8.2).

This ensures standardized sampling for reliable physical and mechanical property evaluation.

Loading diagram...
?What are the recommended storage and preservation methods for green and dried timber specimens?

Storage & Preservation of Timber Specimens as per IS 2455

  • Green Timber (Clause 11.2.1 & 8.2):

    • Store in a framed pit/container, tightly packed.
    • Cover with damp sawdust or similar to maintain moisture above fibre saturation point.
    • Logs should be submerged in clean water tanks, changed weekly, to avoid deterioration.
  • Dried Timber (Clause 11.1.4):

    • Store in a conditioning chamber maintaining specified temperature and humidity (see Clause 11.1.2).
    • Air-dried specimens for shrinkage and fibre saturation tests must not be kiln dried (Clause 11.1.3).
    • Kiln drying is allowed only if mild and controlled to prevent defects; kiln conditions must be recorded.

Summary Table

Timber StateStorage MethodKey Notes
GreenFramed pit + damp sawdust / water tankMoisture > fibre saturation; water changed weekly
Air-driedConditioning chamberFor shrinkage tests, avoid kiln drying
Kiln-driedConditioning chamberKiln drying mild; record kiln conditions
Loading diagram...

This ensures specimen integrity for accurate testing.

?Which mechanical and physical tests are specified and in what order should they be conducted?

According to IS 2455, the mechanical and physical tests on wood specimens must be conducted in the following recommended order (Clause 12.1) to minimize condition changes due to storage or weather:

  1. Static bending
  2. Impact bending
  3. Izod/Charpy impact
  4. Compression parallel to grain
  5. Compression perpendicular to grain
  6. Shear parallel to grain
  7. Cleavage parallel to grain
  8. Tension parallel to grain
  9. Tension perpendicular to grain
  10. Nail and screw withdrawal
  11. Specific gravity and volumetric shrinkage
  12. Radial and tangential shrinkage

Specimen Preparation (Clause 11.2.2):

  • Test specimens should be surfaced on four sides to either 50 mm × 50 mm or 20 mm × 20 mm cross-section.
  • Cut specimens as per IS 1708 (Parts 1 to 18).
  • Minimize time between cutting and testing.
  • Store green specimens in a framed pit to maintain consistent conditions.

This sequence ensures reliable and consistent test results by reducing specimen condition variability.

?How are consignments prepared and documented for timber testing under this standard?

Under IS 2455, consignments for timber testing are prepared and documented as follows:

  • Consignment Composition (Clause 7.7.1):

    • Logs from 5 different trees (one log per tree)
    • 5 corresponding discs from the stumps of these trees
    • Soil samples related to each tree, if required for analysis
    • Fruit, flower, and leaf samples for species identification, if available and necessary
  • Time Factor (Clause 7.7.5):

    • Minimize the time between felling and dispatch to the testing authority to preserve sample integrity.
  • Sampling Objective:

    • Samples must represent the species well, taken from different trees and logs to ensure reliable average property values.
  • Specimen Sizes:

    • Test specimens are prepared in 20 mm × 20 mm and 50 mm × 50 mm cross-sections as per IS 1708 and IS 2408.

This ensures a comprehensive and standardized approach to timber testing for structural evaluation.

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