Summary for Test 2022-10-05-64-2
Test performed: AASHTO T269-14Project Information
| Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
| Award Date | 05/26/2022 |
| Closeout Date | Not set |
| Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
| Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 10/05/2022 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 10/11/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A with 25% RAP |
| The quantity of what the sample constitutes | 3 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Lopez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 022-084 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Coalinga | Transportation Laboratory (TL) Number | C039989 |
| 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 | 1 |
| Sublot number | 8 | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-10-05-64
DIME Test ID: 2022-10-05-64-2
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: 2022-10-14
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 10/14/2022
| 1 | 2 | 3 | ||||
|---|---|---|---|---|---|---|
| 2.369 | 2.364 | 2.367 | ||||
| 2.44 | ||||||
2.9 % | 3.1 % | 3.0 % | ||||
3.0 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/14/2022 ✔