Summary for Test 2020-09-15-18-1
Test performed: CTM 330-September 2017Project Information
| Project Identifiers | Project ID: 214690 DEA: 060W7104 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-33-47.4/53.4,72.8/77.6 |
| Award Date | 04/16/2020 |
| Closeout Date | 04/21/2021 |
| Work Description | COLD IN-PLACE RECYCLING WITH HMA (TYPE A) OVERLAY. |
| Location Description | FRESNO COUNTY NEAR MENDOTA AND FIREBAUGH FROM MOUNTAIN VIEW AVENUE TO ADAMS AVENUE AND FROM DOUGLAS AVENUE TO FAIRFAX AVENUE |
| QA Service Level | 1 (Verified on 02/11/2020) |
Sample Information
| Sample Taken Date | 09/15/2020 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 09/28/2020 |
| Sample type | Department Acceptance | A brief description of the sample | Asphaltic Emulsion PASS-R |
| The quantity of what the sample constitutes | 1 jar | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | E | Last name of sampler or witnessed by | Fegley |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Western Emulsions Inc | Transportation Laboratory (TL) Number | 865352 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphaltic Emulsion | Emulsion Grade | PASS-R |
|---|---|---|---|
| Lot Number | 3 | Sub Lot | 5 |
| Dilution Percentage Rate | Not set |
Test Details
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DIME Sample ID: 2020-09-15-18
DIME Test ID: 2020-09-15-18-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: CTM 330-September 2017: Method of Test for Residue by Evaporation of Emulsified Asphalt
Test Release Date: 2020-10-02
Test Results
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/02/2020
Mb- Tare Weight of the container 1: 53 grams
Ma-Weight of container and asphalt emulsion residue 1: 68.92 grams
Weight of Asphalt Residue 1: 15.92 grams
Mb- Tare Weight of the container 2: 52.71 grams
Ma- Weight of container and asphalt emulsion residue 2: 68.52 grams
Wt. of Asphalt Residue 2: 15.81 grams
Mb- Tare Weight of the container 3: 52.82 grams
Ma- Weight of container and asphalt emulsion residue 3: 68.74 grams
Weight of Asphalt Residue 3: 15.92 grams
Average of all three readings: 15.88 grams
Residue: 63.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/2/2020 ✔