Summary for Test 2025-06-25-33-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-91.6/100.8 |
| Award Date | 02/20/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS. |
| Location Description | INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168 |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 06/25/2025 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/25/2025 | Sample type | Acceptance |
| A brief description of the sample | 3/4” HMA-A R-18 SP PG58-34 M | The quantity of what the sample constitutes | 1 box 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 | HMA-11 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Road and Highway Builders | |
| 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 (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-06-25-33
DIME Test ID: 2025-06-25-33-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2025-06-26
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 06/26/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 82 % | ||||||
| 73 % | ||||||
| 47 % | ||||||
| 32 % | ||||||
| 20 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 4.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): HMA-11 PP Gradation
Test was verified on 6/26/2025 ✔