Summary for Test 2026-04-14-10-1
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 995236 DEA: 060U2904 EFIS: 0616000001 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184-1.1/8.3 |
| Award Date | 08/14/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE & OVERLAY WITH HMA/RHMA, CONSTRUCT SIDEWALKS & CURB RAMPS. |
| Location Description | KERN COUNTY NEAR BAKERSFIELD FROM WHARTON AVENUE TO EDISON HIGHWAY |
| QA Service Level | 1 (Verified on 12/18/2024) |
Sample Information
| Sample Taken Date | 04/14/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 04/15/2026 |
| Sample type | Acceptance | A brief description of the sample | 1/2" aggregate and RAP |
| The quantity of what the sample constitutes | L2Sl3 | From where was the sample collected | Job Site |
| 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 | 3936550 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | SMARA 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 | HMA Plant Cold Feed | |
| 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 | 2 | |
| Sublot number | 3 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-04-14-10
DIME Test ID: 2026-04-14-10-1
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: 2026-04-15
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: 04/15/2026
Total mass of material in the sample: 1451.6 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): -0.6 %
Aggregate correction factor for the 3/8 in. sieve (% passing): 0.5 %
Aggregate correction factor for the #4 sieve (% passing): -0.2 %
Aggregate correction factor for the #8 sieve (% passing): 0.1 %
Aggregate correction factor for the #16 sieve (% passing): 0.5 %
Aggregate correction factor for the #30 sieve (% passing): 0.3 %
Aggregate correction factor for the #50 sieve (% passing): 0.2 %
Aggregate correction factor for the #100 sieve (% passing): 0.7 %
Aggregate correction factor for the #200 sieve (% passing): 0.4 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U2904_37043_260414_L2SL3_T30 | 279.40 KB | 04/15/2026 | 2026-04-14-10-1 | Info |
Test was verified on 4/15/2026 ✔