Summary for Test 2024-04-10-52-1
Test performed: AASHTO T59-22Project Information
| Project Identifiers | Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R6.9/R7.6 |
| Award Date | 06/22/2022 |
| Closeout Date | Not set |
| Work Description | Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS. |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2021) |
Sample Information
| Sample Taken Date | 04/10/2024 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 04/15/2024 |
| Sample type | Department Acceptance | A brief description of the sample | ss-1h |
| The quantity of what the sample constitutes | 1 jug of emulsion | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | w |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Talley Oil - Madera | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 0000105 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Asphaltic Emulsion | Emulsion Grade | SS-1h |
|---|---|---|---|
| Lot Number | Not set | Sub Lot | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-04-10-52
DIME Test ID: 2024-04-10-52-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Test Release Date: 2024-04-17
Test Results
How many beakers will be used to conduct the test?: 4
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 04/17/2024
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 150.9 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 122.9 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 151.2 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 123.4 g
Beaker 3 Mass of beaker, rod, screen (if used), and residue: 150.4 g
Beaker 3 Tare mass of the beaker, rod, and screen (if used): 122.5 g
Beaker 4 Mass of beaker, rod, screen (if used), and residue: 150.5 g
Beaker 4 Tare mass of the beaker, rod, and screen (if used): 122.6 g
Beaker 1 Residue: 56.0 %
Beaker 2 Residue: 55.6 %
Beaker 3 Residue: 55.8 %
Beaker 4 Residue: 55.8 %
Percentage of residue: 56 %
General comments (publicly viewable) (Max 1000 characters): EVAP
Test was verified on 4/17/2024 ✔