Summary for Test 2025-08-26-8-1
Test performed: AASHTO T11-5Project Information
| Project Identifiers | Project ID: 1001475 DEA: 061G4704 EFIS: 0623000232 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-19.8/20.2 |
| Award Date | 06/13/2025 |
| Closeout Date | 11/10/2025 |
| Work Description | Remove and replace 0.25' thick of existing AC pavement and replace with 0.25' thick of HMA (Type A). Pavement delineation and traffic control will also be part of this contract. |
| Location Description | Kern county on both EB and WB land and left turn pocket along SR 119 from PM 19.8 and PM 20.2. |
| QA Service Level | 1 (Verified on 08/15/2025) |
Sample Information
| Sample Taken Date | 08/26/2025 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 08/26/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA Type A with 25% Rap |
| The quantity of what the sample constitutes | L1SL1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | neale | Last name of sampler or witnessed by | brown |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari Plant | 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) | 91-15-0114 |
|---|---|---|---|
| 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 | 1 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2025-08-26-8
DIME Test ID: 2025-08-26-8-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Test Release Date: 2025-08-26
Test Results
Input Type: Measured
Tester's full name: Kulwinder Rai
Date of test: 08/26/2025
Which test procedure is being used: Method A
Mass of test sample (before test): 304.7 grams
Mass of test sample (after test): 286.1 grams
Percent of sample passing the #200 sieve (by mass): 6.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2025 ✔
