Summary for Test 2024-10-23-19-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994819 DEA: 060U4304 EFIS: 0616000033 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184-8.5/11.6 |
| Award Date | 10/26/2023 |
| Closeout Date | Not set |
| Work Description | RESURFACE LANES AND SHOULDERS. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE |
| QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
| Sample Taken Date | 10/23/2024 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 10/24/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" RHMA Type A |
| The quantity of what the sample constitutes | 10 boxes HMAtype A 2 bags of aggregate and binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
| Title of sampler | Material Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | 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 | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 3 |
| Sublot number | 23 | HMA Mix Number | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-10-23-19
DIME Test ID: 2024-10-23-19-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-10-24
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Barrett Felder
Date of test: 10/24/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7326.7 grams
Mass of oven-dry sample in air for Sample 1: 2538.2 grams
Mass of container filled with the sample and water for Sample 1: 8838.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.473
Theoretical maximum density at 25°C (77°F): 2466 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U4304_37039_241023_L3SL23_T209 | 39.18 KB | 10/24/2024 | 2024-10-23-19-1 | Info |
Test was verified on 10/24/2024 ✔