Strength and Density Using the Concrete Sample Screen (US)
QEST Platform 5.7 Documentation
Applies to QESTLab
These articles describe the Concrete Sample Screen (US) and how to use it to carry out data entry of laboratory results for concrete strength and density tests.
Contents
Overview
- The Concrete Sample (US) screen is a complex screen containing several tabs, each of which contain multiple fields for entering information about a concrete sample. Additionally there is an area, the concrete specimen grid, for recording test results for individual specimens.
- The concrete specimen grid, and its variations, is at the heart of most of the data entry methods for laboratory concrete test results.
- While some fields are always visible, the Test Data, Results and Equipment fields are only shown when the relevant checkboxes are ticked.
Test data can be entered, and edited, here, although it is generally entered elsewhere using an electronic version of the daily worksheet to enter data for all specimens tested that day.
Another test data entry alternative is to use the QEST Crush Station for concrete strength results.
Data already in the grid, including that entered as part of a concrete test group - such as specimen Type and Age, can also be changed here.
Structure of Concrete Specimen Grid
Equipment Fields
These fields are made visible by ticking the Equipment checkbox.
Equipment
For equipment to be available for selection in equipment dropdown boxes, the equipment item must first be created in QESTLab's Equipment list. Refer to article Creating Equipment.
Equipment details for each specimen can be recorded using the following fields.
Equipment Prompt | Expected Information |
---|---|
Measure Using | Select an equipment item from the dropdown list of suitable equipment for determining the physical dimensions of the test specimen. The contents of this list can vary depending on the specimen type (see below). |
Measuring Equipment | Select an equipment item from the dropdown list of available equipment that matches the Measure Using selection. |
Balance | Select a balance from the dropdown list of available laboratory balances. |
Framing Square | Select a framing square from the dropdown list of available framing squares. |
Testing Machine | Select a testing machine from the dropdown list of available testing machines. |
Specimen Type | Measure Using |
---|---|
Cylinder |
|
Core |
|
Beam |
|
Cube |
|
Specimen Registration Fields
For most specimens, these fields will normally contain all the required information prior to the date of testing, as part of the sample registration process.
Test Data and Results Fields
Some typical examples of this category of fields are shown below.
Specimen Type | Test Data Fields |
---|---|
Cylinder (C39) | |
Core (C42) | |
Beam (C78) | |
Cube (C780) |
Details of Fields
Cylinder Specimens
Field Prompt | Expected Information | Units |
---|---|---|
Cap | Type of capping and/or preparation of specimen, entered as a single character code (A-Z, 0-9). Descriptions for user defined capping and/or preparation codes can be added to report comments. Predefined Codes The following codes are predefined by QESTLab and should not be redefined.
| N/A |
Dia1, Dia2 | Diameter of test specimen. Two values are required, measured at right angles to each other. | in, |
Len | Length (or Height) of the specimen, the distance between the circular ends of the test specimen. | in. |
Load | Maximum force (Load) applied to test specimen. Force (Load) that causes specimen failure. | lbf |
Failure Mode | Entered as a single character code (A-Z, 0-9). The code represents a type of failure as defined in the Concrete Failure Mode list.
Setting Default Value ASTM C39 requires that the Type of Fracture is reported. Typically the default value, if used, would be the most common type of fracture encountered. Only users with list editing rights can implement these settings. | N/A |
H/D corrcn | Calculated result. The correction factor for compressive strength, based on the Height (Length) / Diameter ratio of the specimen, and paragraph 9.2 of ASTM C39. | N/A |
Apply Corrcn | Select Yes or No to determine whether the compressive strength results for this specimen will be corrected based on the Height (Length) / Diameter ratio. Corrected result unexpectedly = 0? A correction should not be applied to the compressive strength if the H/D ratio is < 1.00 Doing so will cause the strength result to be displayed as zero. | N/A |
Area | Calculated result. Cross-sectional area calculated from average diameter. | in.2 |
Strgth | Calculated result. Compressive strength of specimen based on Load and cross-sectional area. | psi |
Test Time | The test time in 24 hour format. | N/A |
Age Hours | Calculated result. The specimen age in hours, calculated from the test date/time - molding date/time. | hr |
Marks | Entered as a single character code (A-Z, 0-9). The code represents a short description of an abnormality that can occur for a specimen and is defined in the Concrete Specimen Marks list.
| N/A |
Dens? | Yes/No. Indicates if density calculations are to be applied to specimen. Default = No | N/A |
Core Specimens
Similar to the fields used by Cylinder Specimens but with some differences.
Fields not previously described:
Field Prompt | Expected Information | Units |
---|---|---|
Len (Cap) | Length of capped specimen including the thickness of the cap(s). | in. |
Len (Uncap) | Length of uncapped specimen. | in. |
Len (Drill) | Full length of drilled core from which the specimen was taken. | in. |
Agg Size | The nominal maximum size of concrete aggregate in the specimen, expressed as decimal inches. That is 0.75, not ¾ , or 1.5, not 1½. Aggregate Size This value is not imported from the Mix Data tab if a value for maximum aggregate size has been entered there. | in. |
Wgt | Weight (Mass) of test specimen prior to strength testing. | lb |
Subm Wgt | Submerged Weight (Mass) of test specimen prior to strength testing. | lb |
Load Directn | Direction of application of the load on the specimen with respect to the horizontal plane of the concrete as placed, Select appropriate term from dropdown list: (Unknown), Perpendicular or Parallel. | N/A |
L/D Corrcn | Calculated result. The correction factor for compressive strength, based on the Length / Diameter ratio of the specimen, and paragraph 7.9.1 of ASTM C42. | N/A |
Dens | Calculated result Density of specimen based on specimen weight and calculated volume.
| lb/ft3 |
Note | Space provided for a short comment/note. Maximum of 50 characters is allowed. | N/A |
Beam Specimens
Measurements
Unlike other concrete specimens, beam specimens are measured after they have been tested. The dimensions of the specimen are measured across one of the fractured faces.
Field Prompt | Expected Information | Units |
---|---|---|
Cap | Type of capping and/or preparation of specimen, entered as a single character code (A-Z, 0-9). Descriptions for user defined capping and/or preparation codes can be added to report comments. Predefined Codes The following codes are predefined by QESTLab and should not be redefined. For flexure beams:
| |
Wid1, Wid2, Wid3 | When the test specimen is in its testing position, width is the horizontal distance across the end of the specimen. | in. |
Dep1, Dep2, Dep3 | When the test specimen is in its testing position, depth is the vertical distance between the top and bottom faces of the test specimen. | in. |
Span | The Span is the distance between the lower supports of the testing apparatus. | in. |
Fract Pt | Average distance of line of fracture from the nearest lower support, measured along the bottom of the beam. | in. |
Load | Maximum force (Load) applied to test specimen. Force (Load) that causes specimen failure. | lbf |
Failure Mode | Entered as a single character code (A-Z, 0-9). The code represents a type of failure as defined in the Concrete Failure Mode list.
| N/A |
Strgth | Calculated result. Flexural strength (MOR) of specimen based on Load and physical measurements of test specimen. | psi |
Test time | The test time in 24 hour format. | N/A |
Age Hours | Calculated result. The specimen age in hours, calculated from the test date/time - molding date/time. | hr |
Marks | Entered as a single character code (A-Z, 0-9). The code represents a short description of an abnormality that can occur for a specimen and is defined in the Concrete Specimen Marks list.
| N/A |
Note | For this specimen type, this field is locked and is unavailable for data entry. | N/A |
Cube Specimens
Field Prompt | Expected Information | Units |
---|---|---|
Wid1, Wid2 | When the test specimen is in its testing position, width is the horizontal distance across the specimen. | in. |
Dep1, Dep2 | When the test specimen is in its testing position, depth is the vertical distance between the top and bottom faces of the test specimen. | in. |
Load | Maximum force (Load) applied to test specimen. Force (Load) that causes specimen failure. | lbf |
Failure Mode | Entered as a single character code (A-Z, 0-9). The code represents a type of failure as defined in the Concrete Failure Mode list.
| N/A |
Strgth | Calculated result. Compressive strength of specimen based on Load and cross-sectional area. | psi |
Test Time | The test time in 24 hour format. | N/A |
Age Hours | Calculated result. The specimen age in hours, calculated from the test date/time - molding date/time. | hr |
Marks | Entered as a single character code (A-Z, 0-9). The code represents a short description of an abnormality that can occur for a specimen and is defined in the Concrete Specimen Marks list.
| N/A |
Notes
Ensure the Show Test Data box is ticked to display the above test data columns.
The test data columns appear between the Mold/Cap and Marks/Dens?/Note columns.
As shown above, while there are columns that are always present, there are other columns whose appearance depends on the type of specimen selected.
Administration Fields
These fields are applicable to all specimen types.
Field Prompt | Expected Information |
---|---|
Select Yes or No to determine whether the test results for this specimen will appear on the test report. Result missing on Report? If the Concrete Test Report option Show Checked Results is set to "Yes" and the specimen is not marked as checked, the strength will not appear on the test report. | |
Charge | Select Yes or No to determine whether the charge for this specimen will be included in the automatic generation of charges for this sample. Default = Yes. |
Charge To Plant | Select Yes or No to determine whether this specimen will be charged to the plant instead of the client for this sample group. Usage This field is only used by Concrete Producers for internal billing processes and is not applicable to Concrete Testers. |
Extern Samp | Select Yes if the specimen was sampled externally. Default = No. |
Extern Comp | Select Yes if the specimen was strength tested (compressed) externally. The strength and density results will be able to be directly entered when tested externally. Default = No. |
Measured By | A dropdown list to select the name of the person who measured this specimen. The names visible will depend on the rights of the user. |
Tested By | A dropdown list to select the name of the person testing the specimen. The names visible will depend on the rights of the user. Typically this is the person operating the testing machine, when the specimen was tested. |
Checked By | A dropdown list to select the name of the person who checked the results for this specimen. Consequences of checking a specimen
|
Calculated Fields
- These fields are not visible on the screen but are calculated from data entered into the grid and stored in the database. They are typically used when it becomes time to generate reports and can also affect the appearance of values in the specimen grid.
- When sufficient raw test data is entered, QESTLab calculates the strength and (if required) density results for each specimen and displays these values in the grid.
- Additionally, the following is also calculated: Sample average strength - The average strength results for specimens of a certain type and age are calculated and stored in the database (eg. the average 28 day strength for COMP100 specimens). This is done for each sample.
Site Cured Specimens
- The average strength calculated at the acceptance age or at any compliance age will not include the compressive strength of site cured specimens, regardless of whether they are at the acceptance or compliance age.
- If a compliance age is set but no specimens exist at that age other than site cured specimens, then the compliance age average strength grouping will not show.
Additional Fields
Additional Fields are defined as fields that are not visible in the Specimen Grid under the default settings but can be added by the user/customer.
Concrete Cylinder Density
The presence/absence of these fields is controlled by the Dens? field. They are only visible if Dens? = Yes.
Field Prompt | Expected Information | Units | Category |
---|---|---|---|
Wgt | Weight (Mass) of test specimen prior to strength testing. | lb | Test Data |
Subm Wgt | Submerged Weight (Mass) of test specimen prior to strength testing. | lb | Test Data |
Dens | Calculated result Density of specimen based on specimen weight and calculated volume.
| lb/ft3 | Test Data |
Site Cured Specimens
Identifying Site Cured Specimens
Ideally, specimens undergoing site curing should be marked as such as part of the sample registration process. If not, they can be marked as site cured at the time of receipt or testing.
When the letter "S" is entered into the Std Cure field of a specimen, the number of days is replaced with the word Site and extra fields, Date Received and Req Str, are added to the specimen grid.
The behavior of some of the other fields is also modified.
- The Date Received field for the site cured specimen is editable. and the required strength (Site Cure Str), set on the sample Mix Data tab, is copied into the Req Str field.
- If a strength result of a site cured specimen is less than either of the required strengths (Req Strength or Site Cure Str), the result is not highlighted in red.
- Regardless of its age, if a site cured specimen meets or exceeds the site cured required strength, the value in the required strength column (Req Str) will be highlighted in green.
In this example Req Strength @ 28 days = 3000 psi and Site Cure Str = 3030 psi
Field Prompt | Expected Information | Units | Category |
---|---|---|---|
Date Received | Date formatted text. Date specimen is received in the laboratory. Editable if specimen is site cured, otherwise copied from the Date Received field on the Field Data tab and locked. | Date | Test Data |
Req Str | Read only If specimen is site cured, the value is copied from Site Cure Str field on the Mix Data tab, otherwise is blank. Visibility This field is only visible in the grid when a site cured specimen is selected. | psi | Test Data |
Optional Features
Options
The options discussed in this section are general system options in the QEST Platform. These affect the operation of the system as a whole where changing the option changes the functionality for everyone using an instance of the QEST Platform. As a result, the ability to change these options is limited to users with the System Administrator right.
These options can be accessed via QEST Admin Console >> Lab >> Configuration >> Options >> Concrete/QCS/QWS
Option | Description |
---|---|
Disable Specimen Test Data After Tested | Restricts who can change test data once the person responsible has been selected. True
Once selected, the Tested By person cannot be changed or removed by a non-supervisor. False Fields are not locked. |
Using the Concrete Sample (US) Screen
Entering Specimen Test Data
For concrete strength and density testing, the test measurements and results are recorded in the Concrete Specimen Grid.
Pre-existing data
By the time it comes to enter laboratory test data, many of the specimen fields should already have data entered for the specimens. This would normally have been done as part of the sample registration process.
The process for entering the specimen test data is similar for all specimen types. An example using the cylindrical compressive test specimens follows:
Step 1.
- If required, tick the Show Equipment box to display the Equipment fields in the grid.
- Enter equipment items as needed.
Step 2.
It is possible that the test data columns will already be visible in the grid.
If not, tick the Show Test Data box to display the test data columns in the worksheet.
Step 3.
- If a density result for the specimen is required, The Dens? field should contain "Yes".
Step 4.
Select the specimen requiring data entry by clicking on its row in the grid.
Click on the data field to enable entry or editing of that value.
Enter the measurements, weight (if required) and load results for each specimen.
Moving between cells
- Press Enter or Tab on the keyboard to move from one cell to the next.
- There is no need to click in each cell using the mouse.
Average Diameters
For how to use average diameters for concrete cylinders, refer to the Concrete Diameter document.
- The strength and density results (if required) for each specimen will be calculated and displayed in the grid.
Strength Results
- For laboratory cured specimens, if a strength result is less than the required strength (Req Strength) at the Acceptance Age set on the sample Mix Data tab, the result is highlighted in red.
(In this example, Req Strength = 3030 psi) - For site cured specimens, if a strength result is less than either of the required strengths (Req Strength or Site Cure Str), the result is not highlighted in red.
Step 5.
Enter the Test Time for each specimen.
The age in hours will be calculated and automatically displayed.
Step 6.
Enter a Failure Mode code to reflect the type of fracture observed in the specimen.
If a default value was provided, verify that it matches the test result and change if required.
Step 7.
Select the QESTLab user or users, who measured and tested the specimen, using the Measured By and Tested By fields.
Products described on these pages, including but not limited to QESTLab®, QESTNet, QESTField, QEST Web App, Construction Hive, and associated products are Trademarks (™) of Spectra QEST Australia Pty Ltd and/or related companies.
The content of this page is confidential. Do not share, duplicate or distribute without permission.
© 2024 Spectra QEST® Australia Pty Ltd and/or related companies. Terms of Use and Privacy Statement
Related content
Integrity | Curiosity | Empathy | Unity
The content of this page is confidential and for internal Spectra QEST use only. Do not share, duplicate or distribute without permission.