Summary for Test 2025-10-16-3-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000850 DEA: 061G8204 EFIS: 0624000169 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-33-46.8/47.4,53.4/61.4 |
| Award Date | 04/01/2025 |
| Closeout Date | 07/27/2026 |
| Work Description | PARTIAL DEPTH RECYCLING AND HMA. |
| Location Description | FRESNO COUNTY IN AND NEAR MENDOTA FROM 0.4 MILE NORTH OF KAMM AVENUE TO MOUNTAIN VIEW AVENUE AND FROM ADAMS AVENUE TO BELMONT AVENUE |
| QA Service Level | 1 (Verified on 12/16/2024) |
Sample Information
| Sample Taken Date | 10/16/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/16/2025 | Sample type | Acceptance |
| A brief description of the sample | 1/2 HMA Type A | The quantity of what the sample constitutes | 0-750 @ 407T |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | tomas |
| Last name of sampler or witnessed by | Silva | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Jaxon Baker/ LeGrand | |
| 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 | 1/2 inch | Lot number | 2 |
| Sublot number | 6 | HMA Mix Number | 25131 |
| Binder content (%) | 4.8 | Virgin binder PG | PG 70-10 |
| Design binder PG | Binder Supplier | SJR | |
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type |
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: 2025-10-16-3
DIME Test ID: 2025-10-16-3-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2025-10-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 10/17/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1543.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 95.5 grams | 94 % | |||||
| 259.6 grams | 83 % | |||||
| 706.0 grams | 54 % | |||||
| 1003.1 grams | 35 % | |||||
| 1171.4 grams | 24 % | |||||
| 1274.5 grams | 17 % | |||||
| 1346.3 grams | 13 % | |||||
| 1398.6 grams | 9 % | |||||
| 1430.4 grams | 7.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/22/2025 ✔