Summary for Test 2026-10-08-50-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1002614 DEA: 081K6304 EFIS: 0819000083 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-T6.0/9.1 |
| Award Date | 05/15/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY IN SAN BERNARDINO FROM 29TH STREET TO 0.2 MILE SOUTH OF OLD WATERMAN CANYON ROAD. |
| Location Description | SAN BERNARDINO COUNTY IN THE CITY OF SAN BERNARDINO ON WATERMAN AVE |
| QA Service Level | 1 (Verified on 09/04/2026) |
Sample Information
| Sample Taken Date | 10/08/2026 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/09/2026 | Sample type | Acceptance |
| A brief description of the sample | HMA-A SP 3/4" | The quantity of what the sample constitutes | 328.07 Tons @ 09:19am |
| 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 | 0593A-26 | |
| Linked DIME Sample ID | 2026-10-08-51 | The fabricator/manufacturer/facility name | Matich Corporation — Rialto 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 6A34SR20 1 | |
| Binder content (%) | 4.4 | 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: 2026-10-08-50
DIME Test ID: 2026-10-08-50-1
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: 2026-10-20
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Gabriel Ramirez
Date of test: 10/19/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2053.4 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 61.8 grams | 0.2 % | 97 % | ||||
| 559.6 grams | -0.8 % | 72 % | ||||
| 782.8 grams | -2.1 % | 60 % | ||||
| 1104.4 grams | 0.1 % | 46 % | ||||
| 1328.8 grams | -0.1 % | 35 % | ||||
| 1520.8 grams | 0.4 % | 26 % | ||||
| 1642.1 grams | 0.7 % | 21 % | ||||
| 1812.5 grams | 0.8 % | 13 % | ||||
| 1899.4 grams | 1.0 % | 8 % | ||||
| 1952.6 grams | 1.2 % | 6.1 % | ||||
| 1960.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/20/2026 ✔