Summary for Test 2026-01-12-38-3
Test performed: AASHTO T104-99r16Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 01/12/2026 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 01/12/2026 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 3/8 PEA GRAVEL |
| The quantity of what the sample constitutes | 10 Bags Of Aggregate | From where was the sample collected | Source |
| First name of sampler or witnessed by | LINCOLN | Last name of sampler or witnessed by | TUCKER |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CAPAY | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-57-0014 |
|---|---|---|---|
| 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 | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-01-12-38
DIME Test ID: 2026-01-12-38-3
Testing Lab: Granite Construction Company - Sacramento
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Test Release Date: 2026-03-10
Test Results
Percentage of the total sample represented by each size
Size of aggregate being tested: Coarse Aggregate
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Freshly prepared
Number of immersion cycles performed: 5
Input Type: Calculated
Tester's full name: MIGUEL MONTELONGO
Date of test: 01/16/2026
Percentage of 2 ½ x 1 ½ material loss: 0 %
Percentage of 1 ½ x ¾ inch material loss: 0 %
Percentage of ¾ x ⅜ inch material loss: 0.274 %
Percentage of ⅜ inch x No. 4 material loss: 3.168 %
Coarse weighted average loss: 3.442 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/10/2026 ✔