Summary for Test 2020-05-06-8-2
Test performed: CTM 331-September 2017Project Information
| Project Identifiers | Project ID: 214554 DEA: 010H3404 EFIS: 0117000162 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-55.1/64.7 |
| Award Date | 01/24/2020 |
| Closeout Date | 08/20/2020 |
| Work Description | MICRO-SURFACING AND THERMOPLASTIC DELINEATION REPLACEMENT. |
| Location Description | MENDOCINO COUNTY NEAR LONGVALE FROM 0.4 MILES SOUTH OF SHIMMINS RIDGE ROAD TO LONG VALLEY CREEK BRIDGE 10-0099 |
| QA Service Level | 1 (Verified on 12/04/2019) |
Sample Information
| Sample Taken Date | 05/06/2020 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/11/2020 | Sample type | Department Acceptance |
| A brief description of the sample | MSE | The quantity of what the sample constitutes | 2 bottles |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | NA |
| Last name of sampler or witnessed by | NA | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Idaho Asphalt Supply, Inc | |
| Transportation Laboratory (TL) Number | NA | 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 | MSE |
|---|---|---|---|
| Lot Number | 0 | Sub Lot | 0 |
| Dilution Percentage Rate | Not set |
Test Details
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DIME Sample ID: 2020-05-06-8
DIME Test ID: 2020-05-06-8-2
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: 2020-05-12
Test Results
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/12/2020
Mb- Tare Weight of the container 1: 57.6 grams
Ma-Weight of container and asphalt emulsion residue 1: 83.5 grams
Weight of Asphalt Residue 1: 25.9 grams
Mb- Tare Weight of the container 2: 58.1 grams
Ma- Weight of container and asphalt emulsion residue 2: 84 grams
Wt. of Asphalt Residue 2: 25.9 grams
Mb- Tare Weight of the container 3: 58.2 grams
Ma- Weight of container and asphalt emulsion residue 3: 84.1 grams
Weight of Asphalt Residue 3: 25.9 grams
Average of all three readings: 25.90 grams
Residue: 64.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/12/2020 ✔