Silica sand in Dakhla: checking soluble salts before use in cementitious materials

Check salts in silica sand in Dakhla through sampling, extractable chlorides, analytical methods, mixture contribution calculations and washing qualification.

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Silica purity does not answer the salt question

Sand can have an interesting mineral composition while still requiring checks on soluble constituents. For a cementitious product, the decision concerns the sand’s contributions to the complete formulation, any metals present and intended use conditions. SiO₂ content alone cannot resolve these matters.

The institutional presentation of Dakhla-Oued Ed-Dahab describes a territory combining desert and coast 1. This context motivates attention to material origin and storage. It does not prove that a particular sand batch contains salts. Analysis and traceability should decide rather than an assumption based on a city’s name.

This dossier proposes a receiving approach: identify the application, specify what is measured, prepare a representative sample, establish contribution balances and verify any washing operation. It distinguishes sand testing from assessment of the mortar or concrete produced. These levels answer different decisions.

1. Describe the product before setting a criterion

Mortar without metallic elements, reinforced concrete and material contacting a metal component do not necessarily require identical qualification records. Describe use, formulation, components and intended exposure. This sheet helps select useful tests and identify the basis of criteria.

FHWA explains that chlorides can originate from aggregates, cement, water and admixtures and contribute to steel corrosion under the corresponding conditions 2. Control should therefore not isolate sand from the mixture or confuse initial contributions with ingress from the environment.

Keep the project specification and required methods. A value published for another application is not automatically a receiving limit. If the criterion concerns the complete product, calculate or measure that product on the corresponding basis rather than directly comparing a percentage on sand.

2. Identify the different meanings of “soluble”

The measured amount depends on preparation and extraction. Analysis after acid digestion, aqueous extraction and extraction on unpulverised aggregates do not necessarily describe the same fraction. Results must retain the method name and its scope.

The ASTM C1524 notice describes Soxhlet extraction of aggregate chlorides using unpulverised material 3. The ASTM C1218 notice concerns water-soluble chlorides in mortar or concrete under test conditions 4. These descriptions explain why identical units do not make the results interchangeable.

Ask the laboratory to name the measurand: chlorides, another ion or an ensemble of dissolved substances. Check whether the report expresses chloride ion, an equivalent salt content or another convention. An unspecified conversion can create a major difference in apparently consistent records.

3. Sample before preparing

Define the batch and its physical boundaries. Several bags from one delivery may describe that delivery without demonstrating consistency between subsequent deliveries. Sampling should cover relevant conditions according to the chosen plan and be protected from contamination introduced during the operation.

Record tools, containers, locations, dates and storage conditions. A container holding residues from an earlier test can invalidate the analysis. Prepare identified portions for the laboratory, planned tests and a retained reference when that practice belongs to the protocol.

Do not select the visually cleanest grains. A soluble constituent is not necessarily visible and may be distributed differently throughout a stock. Our guide to silica sand sampling explains representativeness principles to connect with the selected control.

4. Connect preparation with the question

The laboratory needs the analytical objective and specification used. Preliminary washing, drying, grinding or fraction selection may change what is measured. Preparation suitable for mineralogical analysis does not automatically become correct preparation for extractable salt control.

Request a report showing stages relevant to interpretation, reference mass and preservation conditions. If two laboratories use different preparations, avoid presenting the difference as a batch difference before examining that methodological effect.

Retain an untreated portion when washing performance must be assessed. Comparing previously washed material with a reference of unknown preparation does not properly attribute reduction to the process investigated. Preparation traceability is as important as provenance traceability.

5. Use conductivity as a targeted observation

Extract conductivity can be a monitoring observation when a constant method is defined. It does not replace chemical identification of the ion investigated. Two extracts with different compositions can produce values that do not establish chloride content alone.

To make a series comparable, retain the water/material ratio, water quality, temperature, duration and preparation specified in the protocol. Record instrument status and any changes. Results should include these conditions rather than become numbers detached from their extraction.

If conductivity guides washing, establish its connection with relevant analyses on the batches studied. A correlation observed within one range should not be extended without examination to a different washing water or material. It organises monitoring; it does not create compliance independent of required tests.

6. Check units and the dry basis

A result in milligrams per kilogram of dry sand cannot be compared directly with a percentage of binder mass. First calculate chloride mass contributed, then divide it by the basis required by the criterion. Keep conversions visible in the records.

If C is content in mg/kg and m is dry sand mass in kg, chloride contribution in kg is C × m / 1,000,000. This relation only converts units. It does not choose the extraction method or the fraction relevant to compliance.

Correct received mass for moisture when content is stated on dry material. Check the moisture definition. Do not use wet mass with dry concentration as if they described the same basis. This error can remain hidden when calculations display many decimal places.

7. Build the balance of every contribution

Prepare a row for each material: sand, other aggregates, water, binders and relevant admixtures. Associate mass, content, method and result origin with each. Missing information should be flagged rather than treated as a zero contribution.

The 2017 NRMCA report compares chlorides calculated from constituents with chlorides measured in investigated mixtures 5. It demonstrates the value of a balance while its protocol shows that observed relationships depend on studied materials and conditions. No coefficient from that work is proposed here as a universal correction.

If several analytical methods appear, identify their nature before adding values. The qualification lead should decide whether the balance suits the required criterion. An arithmetically consistent sum is insufficient when its rows represent different chemical fractions.

8. A purely hypothetical conversion example

Take fictional sand with measured content of 100 mg/kg on dry material. For 500 kg of dry sand, calculated contribution is 100 × 500 / 1,000,000 = 0.05 kg of chlorides. These numbers explain units only and describe no commercial batch.

If the criterion is expressed relative to 250 kg of a defined binder, this isolated contribution is 0.05 / 250 × 100 = 0.02% of that basis. This is not total product content: other materials remain to be included and the method must correspond to the requirement.

The example highlights two checks: which sand mass is actually used and which denominator the criterion requires. The same sand can contribute differently to two formulations. Its content therefore cannot become a universal conclusion about every recipe.

9. Qualify washing through comparison

Assess washing using identified starting material and comparable portions after treatment. Describe the water used, process conditions, separation and final storage. An analytical difference without treatment description cannot be reproduced.

Measure selected parameters before and after with consistent preparation. Also retain mass yield and grading. Reducing a constituent may accompany fines loss or a fraction change; determine whether the final material still matches its intended use.

Do not confuse a test on one portion with a continuously operating installation. Reused water, load changes and drying or storage belong to industrial qualification. Untested situations should remain identified as questions within the trial programme.

10. Avoid contamination after treatment

Records do not stop at washing. Check storage areas, loading tools, contact waters and mixing with earlier materials. A satisfactory result before storage does not automatically prove the condition of the final delivery.

Identify treated batches and keep their associated results. Physical separation between untreated and treated material simplifies traceability. If batches are combined, record proportions and examine whether initial control still represents the new mixture.

Plan the sampling point for final receiving. If the laboratory analyses a portion taken at another stage, its report should state that. This information distinguishes inadequate treatment from subsequent contamination.

11. Organise decisions near a limit

Ask the laboratory and qualification lead for relevant uncertainty and interpretation rules. Two very close values do not necessarily prove a material difference. Preparation, sampling and precision must be considered alongside the receiving threshold.

Define before testing what happens when a result is close to a limit, exceeds it or is inconsistent: additional analysis, a new sample, holding the batch or another planned decision. This rule prevents choosing the most favourable result afterwards from several different tests.

Repeating a measurement on the same portion informs the test. Taking a new sample also informs distribution within the batch. These questions are not identical. Distinguish analytical repeats from independent samples so the conclusion retains its actual scope.

12. Separate chlorides, sulfates and a general salinity indication

USGS explains that conductivity depends on the types and quantities of dissolved substances and defines temperature conditions for its measurement 6. This explains a control limitation: high conductivity directs investigation towards the extract but does not identify the responsible species. Nor does it show what portion comes from the water used to prepare that extract.

Include checks on water and containers according to the laboratory protocol. If extraction water contributes strongly to the reading, comparing two sands without that information can mislead. Any correction belongs to the analytical method rather than an improvised subtraction after observing results.

Sulfates require a different question from chlorides. FHWA distinguishes internal sources introduced into the mixture from external sources encountered in service 7. A conclusion about sand chlorides therefore does not establish compatibility for every sulfur-bearing constituent or product resistance to external exposure.

When a laboratory reports sulfur, sulfate or content expressed as SO₃, ask which convention and fraction are measured. These terms should not be substituted for one another in the table. The objective is to compare results with the corresponding criterion, with an explicitly defined conversion if necessary.

13. Read results according to the question they resolve

Prepare a matrix with four rows: received material, laboratory extract, material after treatment and final cementitious product. For each, record the measured property and the decision it can support. This prevents a result at one level from being used as complete proof at another.

An extract indicates behaviour under selected preparation conditions. The final product contains every formulation material and has its own history. A reduction in the extract after washing answers a sand preparation question; alone, it does not demonstrate concrete durability performance. Conversely, a problem observed in service may require examining external contributions rather than only initial stock.

For a result below a quantification limit, retain the laboratory’s notation. “Less than” does not mean exactly zero. How this information enters a balance should be decided according to the analytical records and qualification rule. It becomes particularly important when several small contributions add together.

This interpretation avoids two shortcuts: accepting sand on conductivity alone or rejecting it using an analysis whose basis does not match the criterion. The correct approach connects a defined measurement with a defined decision, then resolves outstanding questions through appropriate tests.

14. Complement salt checks with product qualification

A favourable conclusion about salts does not resolve grading, fines, binder compatibility or every durability requirement. Maintain other necessary controls for the cementitious product. Sand selection must meet several functions simultaneously.

For a material change, prepare a comparison within the reference formulation. Hold constant the parameters that should remain constant and document necessary adaptations. If washing changes the curve, do not conclude that it is a straightforward substitution until mixture behaviour has been assessed.

The final decision should connect application, batch, methods, calculation bases and observations. Our silica sand page presents the mineral family; this dossier explains how salt receiving checks fit within qualification. In Dakhla as elsewhere, geographical origin provides context while identified, analysed material supports the technical decision.

Documentation

Sources and references

The technical information presented in this article is based on the following publications and resources.

  1. 01
    Moroccan Ministry of Industry and Trade

    Regional presentation of Dakhla-Oued Ed-Dahab

    View source
  2. 02
    Federal Highway Administration

    Guidelines for Detection, Analysis, and Treatment of Materials-Related Distress in Concrete Pavements - Appendix A

    View source
  3. 03
    ASTM International

    ASTM C1524-20 - Water-Extractable Chloride in Aggregate, Soxhlet Method

    Official notice: scope and significance of the method.

    View source
  4. 04
    ASTM International

    ASTM C1218/C1218M-20 - Water-Soluble Chloride in Mortar and Concrete

    Official notice: scope and comparison conditions.

    View source
  5. 05
    National Ready Mixed Concrete Association

    Obla, Lobo, Hong and Berke - Evaluation of Chloride Limits for Reinforced Concrete Phase A, July 2017

    View source
  6. 06
    US Geological Survey

    Collecting and Processing Stream Water Samples - Specific conductance

    View source
  7. 07
    Federal Highway Administration

    Long-Term Bridge Performance Protocol - Concrete: Sulfate Attack

    View source

Technical requirements may vary depending on the installation, applicable standards, process and system-designer recommendations.