Summary for Test 2026-05-15-90-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001153 DEA: 081L3104 EFIS: 0820000020 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-11.8/17.3 |
| Award Date | 06/06/2025 |
| Closeout Date | Not set |
| Work Description | RHMA (GAP GRADED), REPLACE AC SURF, AND COLD PLANE AC PVMT. |
| Location Description | RIVERSIDE COUNTY IN LAKE ELSINORE FROM GRAND AVENUE TO ROUTE 15/74 SEPARATION |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 05/15/2026 | Sample Unique Key | 90 |
|---|---|---|---|
| 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 | 05/18/2026 |
| Sample type | Acceptance | A brief description of the sample | RHMA-G SP 1/2" |
| The quantity of what the sample constitutes | 117.56 Tons @ 21:50 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | RJN | Last name of sampler or witnessed by | Plant QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0233G-26 | Linked DIME Sample ID | 2026-05-15-91 |
| The fabricator/manufacturer/facility name | R.J. Noble Co. — 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 50R003ARSPWEC | |
| Binder content (%) | 7.5 | 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: 2026-05-15-90
DIME Test ID: 2026-05-15-90-1
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: 2026-07-14
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: 05/26/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1525.1 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 82.2 grams | -0.3 % | 94 % | ||||
| 266.4 grams | -0.9 % | 82 % | ||||
| 894.2 grams | -1.0 % | 40 % | ||||
| 1183.8 grams | -0.4 % | 22 % | ||||
| 1299.8 grams | 0.4 % | 15 % | ||||
| 1365.0 grams | 0.7 % | 11 % | ||||
| 1409.5 grams | 0.8 % | 8 % | ||||
| 1441.1 grams | 0.8 % | 6 % | ||||
| 1461.5 grams | 0.9 % | 5.1 % | ||||
| 1467.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2026 ✔