Summary for Test 2026-05-27-2-4
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001360 DEA: 09374804 EFIS: 0918000020 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-115.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | BUILDING WORK AND PLACE HMA (TYPE A). |
| Location Description | INYO COUNTY IN BISHOP AT THE DISTRICT OFFICE AT 500 SOUTH MAIN STREET |
| QA Service Level | 1 (Verified on 07/09/2025) |
Sample Information
| Sample Taken Date | 05/27/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 05/27/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA Type A |
| The quantity of what the sample constitutes | 70 tons of HMA | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Carapazza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite 5 Bridges Plant Bishop | 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-05-27-2
DIME Test ID: 2026-05-27-2-4
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-06-05
Test Results
Individual or cumulative mass retained on each sieve?: Individual
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: Calculated
Tester's full name: Derek Carrington
Date of test: 06/05/2026
General comments (publicly viewable) (Max 1000 characters): HMA-1 PP Gradation
Test was verified on 6/5/2026 ✔