Summary for Test 2022-01-06-62-4
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 | 01/06/2022 | Sample Unique Key | 62 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 01/06/2022 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | Wash Sand |
| The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Garco | Last name of sampler or witnessed by | Garco |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Felton, Lexington | 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) | 91-44-0003 |
|---|---|---|---|
| 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 | Stockpiles | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-01-06-62
DIME Test ID: 2022-01-06-62-4
Testing Lab: Granite Construction Company - Coastal
Test Method: ASTM C1260-14: Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)
Test Release Date: 2022-04-22
Test Results
Input Type: Calculated
Tester's full name: B.O Neil
Date of test: 03/17/2022
Type and source of aggregate: Washed Concrete Sand
Type and source of Portland cement: Lehigh Hanson Type II Portland Cement
Alkali content of cement as percent potassium oxide: NA
Alkali content of cement as percent sodium oxide: NA
Alkali content of cement as percent calculated sodium oxide: 0.31
Comments about aggregate preparation: no data
Comments about specimen features: no data
Amount of mixing water: 0.47
Average percent change in length (zero reading): 0.0100 %
Average percent change in length (first reading): 0.0100 %
Average percent change in length (second reading): 0.0300 %
Average percent change in length (third reading): 0.0500 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/22/2022 ✔