Summary for Test 2020-09-03-18-1
Test performed: CTM 330-September 2017Project Information
Project Identifiers | Project ID: 214605 DEA: 051K7904 EFIS: 0519000026 |
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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 | 09/03/2020 | Sample Unique Key | 18 |
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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 | 09/14/2020 |
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 | 200903F |
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
DIME Sample ID: 2020-09-03-18
DIME Test ID: 2020-09-03-18-1
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: 2020-09-16
Test Results
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/16/2020
Mb- Tare Weight of the container 1: 52.98 grams
Ma-Weight of container and asphalt emulsion residue 1: 68.4 grams
Weight of Asphalt Residue 1: 15.42 grams
Mb- Tare Weight of the container 2: 53.01 grams
Ma- Weight of container and asphalt emulsion residue 2: 68.44 grams
Wt. of Asphalt Residue 2: 15.43 grams
Mb- Tare Weight of the container 3: 52.69 grams
Ma- Weight of container and asphalt emulsion residue 3: 68.1 grams
Weight of Asphalt Residue 3: 15.41 grams
Average of all three readings: 15.42 grams
Residue: 61.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2020 ✔