Summary for Test 2023-05-18-98-1
Test performed: CTM 330-September 2017Project Information
| Project Identifiers | Project ID: 994400 DEA: 09378904 EFIS: 0919000003 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-46.2/52.8 |
| Award Date | 01/06/2023 |
| Closeout Date | 12/27/2023 |
| Work Description | RHMA PLACED OVER PARTIAL DEPTH RECYCLING. |
| Location Description | KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE |
| QA Service Level | 1 (Verified on 05/30/2023) |
Sample Information
| Sample Taken Date | 05/18/2023 | Sample Unique Key | 98 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/19/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Emulsified Recycling Agent | The quantity of what the sample constitutes | 1 bottle |
| From where was the sample collected | Source | First name of sampler or witnessed by | Francisco |
| Last name of sampler or witnessed by | Caballero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Western Emulsions Irwindale | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | RA-13 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphaltic Emulsion | Emulsion Grade | Recycling Agent |
|---|---|---|---|
| Lot Number | Not set | Sub Lot | Not set |
| Dilution Percentage Rate | Not set |
Test Details
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DIME Sample ID: 2023-05-18-98
DIME Test ID: 2023-05-18-98-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 330-September 2017: Method of Test for Residue by Evaporation of Emulsified Asphalt
Test Release Date: 2023-06-27
Test Results
Input Type: Measured
Tester's full name: Brian Young
Date of test: 06/02/2023
Mb- Tare Weight of the container 1: 74.3 grams
Ma-Weight of container and asphalt emulsion residue 1: 90.2 grams
Weight of Asphalt Residue 1: 15.9 grams
Mb- Tare Weight of the container 2: 77.4 grams
Ma- Weight of container and asphalt emulsion residue 2: 93.2 grams
Wt. of Asphalt Residue 2: 15.8 grams
Mb- Tare Weight of the container 3: 74.6 grams
Ma- Weight of container and asphalt emulsion residue 3: 90.5 grams
Weight of Asphalt Residue 3: 15.9 grams
Average of all three readings: 15.87 grams
Residue: 63.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2023 ✔