Summary for Test 2026-09-22-5-1
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 09/22/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | Not set | Sample type | Informational |
| A brief description of the sample | half inch HMA sample | The quantity of what the sample constitutes | 200 |
| From where was the sample collected | Source | First name of sampler or witnessed by | John |
| Last name of sampler or witnessed by | Doe | Title of sampler | |
| Telephone number of sampler | Not set | Laboratory sample identification | 440576256 |
| Linked DIME Sample ID | Not set | The fabricator/manufacturer/facility name | Stonemont Solutions |
| Transportation Laboratory (TL) Number | Not set | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 2 | HMA Mix Number | S25AC6231 |
| Binder content (%) | 2.4 | Virgin binder PG | PG 70-10 |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 14 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-09-22-5
DIME Test ID: 2026-09-22-5-1
Testing Lab: Stonemont Solutions, Incorporated
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-09-22
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
Is an aggregate correction factor used?: No
Was the aggregate obtained using ASTM D8159?: No
Input Type: Calculated
Tester's full name: John Doe
Date of test: 09/22/2026
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 94 %
Cumulative percent passing the 1/2 in. sieve: 84 %
Cumulative percent passing the 3/8 in. sieve: 80 %
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 42 %
Cumulative percent passing the #16 sieve: 40 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 4.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/22/2026 ✔