Summary for Test 2023-10-30-97-3
Test performed: AASHTO T269-14Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Cholame Segment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 10/30/2023 | Sample Unique Key | 97 |
|---|---|---|---|
| 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 | 01/11/2024 |
| Sample type | Dispute Resolution | A brief description of the sample | 3/4" HMA-A w/15% RAP, WMA |
| The quantity of what the sample constitutes | 5 Boxes HMA, 2 Bags Aggregate, I Bag RAP, 2 Cans of Binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Engen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 024-005 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | SPM AVENAL | Transportation Laboratory (TL) Number | C979514 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 3 |
| Sublot number | 1 | HMA Mix Number | L230077A |
Test Details
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DIME Sample ID: 2023-10-30-97
DIME Test ID: 2023-10-30-97-3
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2024-01-25
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 01/25/2024
| 1 | 2 | 3 | ||||
|---|---|---|---|---|---|---|
| 2.307 | 2.300 | 2.297 | ||||
| 2.448 | ||||||
5.8 % | 6.0 % | 6.2 % | ||||
6.0 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/25/2024 ✔