Summary for Test 2023-05-18-96-1
Test performed: CTM 330-September 2017Project Information
| Project Identifiers | Project ID: 994400 DEA: 09378904 EFIS: 0919000003 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-46.2/52.8 |
| Award Date | 01/06/2023 |
| Closeout Date | 12/27/2023 |
| Work Description | RHMA PLACED OVER PARTIAL DEPTH RECYCLING. |
| Location Description | KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE |
| QA Service Level | 1 (Verified on 05/30/2023) |
Sample Information
| Sample Taken Date | 05/18/2023 | Sample Unique Key | 96 |
|---|---|---|---|
| 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 | 05/22/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Fog Seal |
| The quantity of what the sample constitutes | 1 bottle | From where was the sample collected | Source |
| First name of sampler or witnessed by | Francisco | Last name of sampler or witnessed by | Caballero |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | FS-4 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Western Emulsions | Transportation Laboratory (TL) Number | |
| 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 | PASS-R |
|---|---|---|---|
| Lot Number | Not set | Sub Lot | Not set |
| Dilution Percentage Rate | Not set |
Test Details
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DIME Sample ID: 2023-05-18-96
DIME Test ID: 2023-05-18-96-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 330-September 2017: Method of Test for Residue by Evaporation of Emulsified Asphalt
Test Release Date: 2023-06-27
Test Results
Input Type: Measured
Tester's full name: Brian Young
Date of test: 05/27/2023
Mb- Tare Weight of the container 1: 75.3 grams
Ma-Weight of container and asphalt emulsion residue 1: 80.1 grams
Weight of Asphalt Residue 1: 4.8 grams
Mb- Tare Weight of the container 2: 76.2 grams
Ma- Weight of container and asphalt emulsion residue 2: 80.9 grams
Wt. of Asphalt Residue 2: 4.7 grams
Mb- Tare Weight of the container 3: 76.6 grams
Ma- Weight of container and asphalt emulsion residue 3: 81.3 grams
Weight of Asphalt Residue 3: 4.7 grams
Average of all three readings: 4.73 grams
Residue: 18.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2023 ✔