Summary for Test 2020-09-09-27-1
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 | 09/09/2020 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 09/21/2020 |
| Sample type | Department Acceptance | A brief description of the sample | ss-1h emulsion - Fog Seal |
| The quantity of what the sample constitutes | 1 gallon | 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 | 200909F |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphaltic Emulsion | Emulsion Grade | SS-1h |
|---|---|---|---|
| Lot Number | Not set | Sub Lot | Not set |
Test Details
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DIME Sample ID: 2020-09-09-27
DIME Test ID: 2020-09-09-27-1
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: 2020-09-22
Test Results
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/22/2020
Mb- Tare Weight of the container 1: 52.24 grams
Ma-Weight of container and asphalt emulsion residue 1: 67.79 grams
Weight of Asphalt Residue 1: 15.55 grams
Mb- Tare Weight of the container 2: 52.44 grams
Ma- Weight of container and asphalt emulsion residue 2: 67.96 grams
Wt. of Asphalt Residue 2: 15.52 grams
Mb- Tare Weight of the container 3: 52.67 grams
Ma- Weight of container and asphalt emulsion residue 3: 68.16 grams
Weight of Asphalt Residue 3: 15.49 grams
Average of all three readings: 15.52 grams
Residue: 62.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/22/2020 ✔