Summary for Test 2026-08-18-66-1
Test performed: AASHTO T59-25Project Information
| Project Identifiers | Project ID: 1002407 DEA: 061H9304 EFIS: 0625000101 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-40.0/42.9, 52.8/62.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | I-5 BUTTONWILLOW PAVEMENT REHAB (PM 40.0/42.9, 52.8/62.6): COLD PLANE, RHMA-G (BWC), HMA (TYPE A), PANEL REPLACEMENT, SHOULDER BACKING, RUMBLE STRIP, THERMO STRIPING, SIGNS, MODIFY TMS |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY IN AND NEAR BUTTONWILLOW FROM 1.2 MILES SOUTH OF ROUTE 5/43 SEPARATION TO 0.1 MILE SOUTH OF KERN RIVER UTILITY ROAD OVERCROSING AND FROM 0.7 MILE NORTH OF ROUTE 5/58 SEPARATION TO LERDO AVENUE OVERCROSING |
| QA Service Level | 1 (Verified on 07/13/2026) |
Sample Information
| Sample Taken Date | 08/18/2026 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/17/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 70/30 | The quantity of what the sample constitutes | 1 jug of ss-1h |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | granite |
| Last name of sampler or witnessed by | qc | Title of sampler | qc |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Centennial Asphalt | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 754847 | |
| 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 | 70/30 |
Test Details
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DIME Sample ID: 2026-08-18-66
DIME Test ID: 2026-08-18-66-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T59-25: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Test Release Date: 2026-08-31
Test Results
How many beakers will be used to conduct the test?: 2
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 08/28/2026
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 147.9 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 114.8 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 148.3 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 115.3 g
Beaker 1 Residue: 66.2 %
Beaker 2 Residue: 66.0 %
Percentage of residue: 66 %
General comments (publicly viewable) (Max 1000 characters): EVAP
Test was verified on 8/31/2026 ✔