Summary for Test 2023-01-26-90-1
Test performed: ASTM C1260-14Project Information
| Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 01/26/2023 | Sample Unique Key | 90 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 01/26/2023 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 1" |
| The quantity of what the sample constitutes | 5 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Russ | Last name of sampler or witnessed by | Fisher |
| Title of sampler | Quality Control Supervisor | Telephone number of sampler | |
| Laboratory sample identification | TWINING ENGINEERING | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hi Grade Materials Company Littlerock | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0026 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-01-26-90
DIME Test ID: 2023-01-26-90-1
Testing Lab: Hi Grade Materials
Test Method: ASTM C1260-14: Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)
Test Release Date: 2023-04-03
Test Results
Input Type: Calculated
Tester's full name: Russ Fisher
Date of test: 01/26/2023
Type and source of aggregate: aggregate
Type and source of Portland cement: Calportland, Mojave
Alkali content of cement as percent potassium oxide: 0.59
Alkali content of cement as percent sodium oxide: 0.59
Alkali content of cement as percent calculated sodium oxide: 0.59
Comments about aggregate preparation: no data
Comments about specimen features: no data
Amount of mixing water: 1N NaOH
Average percent change in length (zero reading): 0.0000 %
Average percent change in length (first reading): 0.0200 %
Average percent change in length (second reading): 0.0400 %
Average percent change in length (third reading): 0.0600 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2023 ✔