Summary for Test 2025-11-04-47-5
Test performed: AASHTO T59-16Project Information
| Project Identifiers | Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R134.0/R156.5 |
| Award Date | 06/22/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB |
| Location Description | RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 11/04/2025 | Sample Unique Key | 47 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/17/2025 | Sample type | Verification |
| A brief description of the sample | EMULSION | The quantity of what the sample constitutes | 2qt, one container |
| From where was the sample collected | Source | First name of sampler or witnessed by | ALONZO |
| Last name of sampler or witnessed by | Lopez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tank at 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 | Asphaltic Emulsion | Emulsion Grade | SS-1h |
|---|---|---|---|
| Lot Number | Not set | Sub Lot | Not set |
| Dilution Percentage Rate | N/A |
Test Details
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DIME Sample ID: 2025-11-04-47
DIME Test ID: 2025-11-04-47-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Test Release Date: 2025-11-20
Test Results
How many beakers will be used to conduct the test?: 4
Input Type: Calculated
Tester's full name: Hussaya Leelakitrungruang
Date of test: 11/12/2025
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 429.1 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 415.3 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 431.2 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 417.6 g
Beaker 3 Mass of beaker, rod, screen (if used), and residue: 432.9 g
Beaker 3 Tare mass of the beaker, rod, and screen (if used): 419.2 g
Beaker 4 Mass of beaker, rod, screen (if used), and residue: 441.3 g
Beaker 4 Tare mass of the beaker, rod, and screen (if used): 427.6 g
Beaker 1 Residue: 27.6 %
Beaker 2 Residue: 27.2 %
Beaker 3 Residue: 27.4 %
Beaker 4 Residue: 27.4 %
Percentage of residue: 27.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/20/2025 ✔