Summary for Test 2025-08-26-8-3
Test performed: AASHTO T27-14Project 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
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DIME Sample ID: 2025-08-26-8
DIME Test ID: 2025-08-26-8-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-08-26
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Kulwinder Rai
Date of test: 08/26/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 82 % | ||||||
| 72 % | ||||||
| 55 % | ||||||
| 43 % | ||||||
| 34 % | ||||||
| 24 % | ||||||
| 15 % | ||||||
| 8 % | ||||||
| 5.4 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1G4704_37000_250826_L1SL1 | 115.63 KB | 08/26/2025 | 2025-08-26-8-3 | Info |
Test was verified on 8/26/2025 ✔