Summary for Test 2026-04-15-23-1
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001575 DEA: 061H9604 EFIS: 0625000104 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46,119-VAR |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT AND PLACING RHMA TYPE G. |
| Location Description | KERN COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 04/15/2026 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 04/16/2026 |
| Sample type | Acceptance | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | L3SL26- 14boxes 2bags of cold feeds, | From where was the sample collected | Source |
| First name of sampler or witnessed by | Alex | Last name of sampler or witnessed by | Escobar |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3933859 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-15-0068 |
|---|---|---|---|
| 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 | coldfeed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | 3 | |
| Sublot number | 26 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-04-15-23
DIME Test ID: 2026-04-15-23-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-04-16
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative
Has the fine aggregate sample been reduced?: No
Is an aggregate correction factor used?: Yes
Was the aggregate obtained using ASTM D8159?: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 04/16/2026
Total mass of material in the sample: 1456.4 grams
Aggregate correction factor for the 2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 3/4 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing): -0.1 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -0.2 %
Aggregate correction factor for the #4 sieve (% passing): -0.6 %
Aggregate correction factor for the #8 sieve (% passing): -0.3 %
Aggregate correction factor for the #16 sieve (% passing): -0.5 %
Aggregate correction factor for the #30 sieve (% passing): -0.7 %
Aggregate correction factor for the #50 sieve (% passing): -0.6 %
Aggregate correction factor for the #100 sieve (% passing): 0.0 %
Aggregate correction factor for the #200 sieve (% passing): -0.3 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1H9604_37014_260415_L3SL26_T30 | 276.20 KB | 04/16/2026 | 2026-04-15-23-1 | Info |
Test was verified on 4/16/2026 ✔