Summary for Test 2020-09-01-19-1
Test performed: CTM 330-September 2017Project Information
| Project Identifiers | Project ID: 214605 DEA: 051K7904 EFIS: 0519000026 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-166-R51.1/55.0 |
| Award Date | 02/26/2020 |
| Closeout Date | 08/23/2021 |
| Work Description | COLD IN-PLACE RECYCLING AND RHMA OVERLAY. |
| Location Description | SANTA BARBARA COUNTY ABOUT 10 MILES WEST OF NEW CUYAMA FROM CUYAMA RIVER BRIDGE TO 3.1 MILES EAST OF COTTONWOOD CANYON ROAD |
| QA Service Level | 1 (Verified on 04/08/2020) |
Sample Information
| Sample Taken Date | 09/01/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/14/2020 | Sample type | Department Acceptance |
| A brief description of the sample | ss-1h emulsion - Fog Seal | The quantity of what the sample constitutes | 1 jug |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | calportland |
| Last name of sampler or witnessed by | calportland | Title of sampler | driver |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | VSS Emultech Bakersfield | |
| Transportation Laboratory (TL) Number | 200901F | 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 | SS-1h |
|---|---|---|---|
| Lot Number | Not set | Sub Lot | Not set |
| Dilution Percentage Rate | Not set |
Test Details
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DIME Sample ID: 2020-09-01-19
DIME Test ID: 2020-09-01-19-1
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: 2020-09-16
Test Results
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/16/2020
Mb- Tare Weight of the container 1: 52.14 grams
Ma-Weight of container and asphalt emulsion residue 1: 67.29 grams
Weight of Asphalt Residue 1: 15.15 grams
Mb- Tare Weight of the container 2: 52.66 grams
Ma- Weight of container and asphalt emulsion residue 2: 67.81 grams
Wt. of Asphalt Residue 2: 15.15 grams
Mb- Tare Weight of the container 3: 52.79 grams
Ma- Weight of container and asphalt emulsion residue 3: 67.98 grams
Weight of Asphalt Residue 3: 15.19 grams
Average of all three readings: 15.16 grams
Residue: 60.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2020 ✔