Summary for Test 2019-04-05-20-4
Test performed: AASHTO T269-14Project Information
| Project Identifiers | DEA: No Project |
|---|---|
| DIST-CO-RTE-PM | --- |
| Award Date | Not set |
| Closeout Date | 11/01/2022 |
| Work Description | Special project identifier for material not associated with a project |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 04/05/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 04/10/2019 |
| Sample type | Verification | A brief description of the sample | 3/4" Type A HMA (PG 64-16) |
| The quantity of what the sample constitutes | JMF Verification Hot Drop | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | B |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite, Arvin | Transportation Laboratory (TL) Number | C772606 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-05-20
DIME Test ID: 2019-04-05-20-4
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: 2019-12-16
Test Results
Number of tests: 3
Is the sample lab compacted or field compacted?:
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/10/2019
| 1 | 2 | 3 | ||||
|---|---|---|---|---|---|---|
| 2.433 | 2.433 | 2.432 | ||||
| 2.534 | ||||||
4.0 % | 4.0 % | 4.0 % | ||||
4.0 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/16/2019 ✔