Summary for Test 2026-07-13-70-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000481 DEA: 081C07U4 EFIS: 0824000168 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-27.5/34.3 |
| Award Date | 08/11/2025 |
| Closeout Date | Not set |
| Work Description | RUBBERIZED HMA, FIBER OPTIC CABLE SYSTEMS, AND COLD PLANE AC PAVEMENT. |
| Location Description | RIVERSIDE COUNTY AT AND NEAR ROMOLAND AND HOMELAND FROM BONNIE DRIVE TO WINCHESTER ROAD |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 07/13/2026 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 07/13/2026 |
| Sample type | Acceptance | A brief description of the sample | RHMA-G SP 3/4" |
| The quantity of what the sample constitutes | 202.96 Tons @ 08:09am | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Nault |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0412G-26 | Linked DIME Sample ID | 2026-07-13-71 |
| The fabricator/manufacturer/facility name | Martin Marietta — Lake Elsinore | 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 | 53418180T3 | |
| 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: 2026-07-13-70
DIME Test ID: 2026-07-13-70-1
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: 2026-08-17
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Amir Sarder
Date of test: 07/18/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2049.0 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 71.6 grams | 0.0 % | 97 % | ||||
| 321.3 grams | 0.0 % | 84 % | ||||
| 662.9 grams | 0.2 % | 68 % | ||||
| 1376.1 grams | 0.5 % | 33 % | ||||
| 1641.5 grams | -0.4 % | 19 % | ||||
| 1793.5 grams | -0.7 % | 12 % | ||||
| 1883.6 grams | -0.8 % | 7 % | ||||
| 1941.6 grams | -0.5 % | 5 % | ||||
| 1978.2 grams | -0.3 % | 3 % | ||||
| 2004.0 grams | 0.1 % | 2.3 % | ||||
| 2010.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2026 ✔