Summary for Test 2026-09-03-36-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001308 DEA: 081L1804 EFIS: 0819000162 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-91-13.5/16.8 |
| Award Date | 10/20/2025 |
| Closeout Date | Not set |
| Work Description | JPCP (RSC), INDIVIDUAL SLAB REPLACEMENT (RSC) & RUBBERIZED HMA. |
| Location Description | RIVERSIDE COUNTY IN RIVERSIDE FROM 0.6 MILE WEST OF VAN BUREN BOULEVARD OVERCROSSING TO 0.2 MILE EAST OF MADISON STREET UNDERCROSSING. |
| QA Service Level | 1 (Verified on 06/24/2025) |
Sample Information
| Sample Taken Date | 09/03/2026 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/04/2026 | Sample type | Acceptance |
| A brief description of the sample | RWMA-G SP 3/4" | The quantity of what the sample constitutes | 113.10 Tons @ 11:13pm |
| 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 | 0558G-26 | |
| Linked DIME Sample ID | 2026-09-03-37 | The fabricator/manufacturer/facility name | Vulcan Materials Company — Corona Drum Plant |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 226110 CORD SJR | |
| Binder content (%) | 7.7 | 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: 2026-09-03-36
DIME Test ID: 2026-09-03-36-1
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: 2026-09-16
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Robert Jarquin
Date of test: 09/16/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2002.1 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 104.9 grams | 0.1 % | 95 % | ||||
| 344.6 grams | -0.2 % | 83 % | ||||
| 693.5 grams | 0.5 % | 66 % | ||||
| 1314.3 grams | -0.2 % | 34 % | ||||
| 1534.0 grams | -0.1 % | 23 % | ||||
| 1667.8 grams | 1.1 % | 18 % | ||||
| 1774.5 grams | 1.0 % | 12 % | ||||
| 1846.8 grams | 0.6 % | 8 % | ||||
| 1890.6 grams | 0.2 % | 6 % | ||||
| 1916.8 grams | 0.3 % | 4.6 % | ||||
| 1921.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2026 ✔