Summary for Test 2026-07-17-18-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001616 DEA: 061C0604 EFIS: 0621000014 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-223-1.8/10.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLE AND V-DITCHES. |
| Location Description | KERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION |
| QA Service Level | 1 (Verified on 10/06/2025) |
Sample Information
| Sample Taken Date | 07/17/2026 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 07/17/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA- A |
| The quantity of what the sample constitutes | L1SL34 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Barrett | Last name of sampler or witnessed by | Felder |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3945941 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-15-0114 |
|---|---|---|---|
| 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 | HMA Plant Cold Feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 30 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2026-07-17-18
DIME Test ID: 2026-07-17-18-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-07-17
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 07/17/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1958.2 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 11.0 grams | 0.1 % | 100 % | ||||
| 229.5 grams | -0.9 % | 87 % | ||||
| 406.3 grams | -1.6 % | 78 % | ||||
| 723.0 grams | -2.3 % | 61 % | ||||
| 1006.1 grams | -2.8 % | 46 % | ||||
| 1228.1 grams | -1.5 % | 36 % | ||||
| 1429.5 grams | 0.5 % | 27 % | ||||
| 1610.6 grams | 0.1 % | 18 % | ||||
| 1736.5 grams | 0.2 % | 12 % | ||||
| 1811.5 grams | -0.1 % | 7.4 % | ||||
| 1818.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06_1C0604_37033_260717_L1SL34 | 278.24 KB | 07/17/2026 | 2026-07-17-18-1 | Info |
Test was verified on 7/17/2026 ✔
