Summary for Test 2020-09-17-23-1
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 | 09/17/2020 | Sample Unique Key | 23 |
---|---|---|---|
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 | 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 | 865353 |
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 | 10 | Sub Lot | 11 |
Test Details
DIME Sample ID: 2020-09-17-23
DIME Test ID: 2020-09-17-23-1
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: 52.33 grams
Ma-Weight of container and asphalt emulsion residue 1: 68.21 grams
Weight of Asphalt Residue 1: 15.88 grams
Mb- Tare Weight of the container 2: 52.86 grams
Ma- Weight of container and asphalt emulsion residue 2: 68.9 grams
Wt. of Asphalt Residue 2: 16.04 grams
Mb- Tare Weight of the container 3: 52.62 grams
Ma- Weight of container and asphalt emulsion residue 3: 68.67 grams
Weight of Asphalt Residue 3: 16.05 grams
Average of all three readings: 15.99 grams
Residue: 64 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/2/2020 ✔