Summary for Test 2020-06-30-31-2
Test performed: CTM 331-September 2017Project Information
| Project Identifiers | Project ID: 214322 DEA: 021H74U4 EFIS: 0218000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-87.8/89.1 |
| Award Date | 10/11/2019 |
| Closeout Date | 09/23/2020 |
| Work Description | CURVE REALIGNMENT AND EXTENDING THE TRUCK CLIMBING LANE. |
| Location Description | TEHAMA COUNTY NEAR MINERAL FROM 0.1 MILE TO 1.5 MILES EAST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 06/30/2020 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/08/2020 | Sample type | Department Acceptance |
| A brief description of the sample | EMULSION | The quantity of what the sample constitutes | 1 jug |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | E |
| Last name of sampler or witnessed by | Chavez | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Pacific Northwest Oil - Stockton, CA | |
| Transportation Laboratory (TL) Number | 854828 | 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 | PMCRS-2h |
|---|---|---|---|
| Lot Number | Not set | Sub Lot | Not set |
| Dilution Percentage Rate | Not set |
Test Details
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DIME Sample ID: 2020-06-30-31
DIME Test ID: 2020-06-30-31-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: CTM 331-September 2017: Method of Test for Residue by Evaporation of Latex Modified Asphalt Emulsion
Test Release Date: 2020-07-13
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 07/10/2020
Mb- Tare Weight of the container 1: 57.82 grams
Ma-Weight of container and asphalt emulsion residue 1: 85.15 grams
Weight of Asphalt Residue 1: 27.33 grams
Mb- Tare Weight of the container 2: 58.39 grams
Ma- Weight of container and asphalt emulsion residue 2: 85.71 grams
Wt. of Asphalt Residue 2: 27.32 grams
Mb- Tare Weight of the container 3: 58.24 grams
Ma- Weight of container and asphalt emulsion residue 3: 85.71 grams
Weight of Asphalt Residue 3: 27.47 grams
Average of all three readings: 27.37 grams
Residue: 68.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2020 ✔