Summary for Test 2026-06-15-100-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001960 DEA: 081J65U4 EFIS: 0824000091 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-0.0/R8.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA, RHMA, JPCP, JPCP(RSC), and individual slab replacement (RSC). |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/23/2026) |
Sample Information
| Sample Taken Date | 06/15/2026 | Sample Unique Key | 100 |
|---|---|---|---|
| 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 | 06/16/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA-A SP |
| The quantity of what the sample constitutes | 79.44 Tons @ 22:45 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Plant QC | Last name of sampler or witnessed by | Picked Up: Idris Najjar |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0345A-26 | Linked DIME Sample ID | 2026-06-15-101 |
| The fabricator/manufacturer/facility name | All American Asphalt — Corona | 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 | 105793 | |
| Binder content (%) | 4.7 | 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: 2026-06-15-100
DIME Test ID: 2026-06-15-100-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-08-10
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: MaryAnna Landaverde
Date of test: 06/25/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2099.3 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 56.7 grams | 0.6 % | 98 % | ||||
| 242.6 grams | -0.1 % | 88 % | ||||
| 487.9 grams | -0.6 % | 76 % | ||||
| 1022.0 grams | -0.5 % | 51 % | ||||
| 1352.9 grams | -0.8 % | 35 % | ||||
| 1572.0 grams | -1.0 % | 24 % | ||||
| 1727.8 grams | -0.7 % | 17 % | ||||
| 1853.8 grams | -0.5 % | 11 % | ||||
| 1934.2 grams | -0.3 % | 8 % | ||||
| 1981.5 grams | -0.2 % | 5.4 % | ||||
| 1997.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/10/2026 ✔