Summary for Test 2024-08-13-43-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994976 DEA: 060X3304 EFIS: 0618000055 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-R0.0/4.4 |
| Award Date | 10/23/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE. |
| Location Description | KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK |
| QA Service Level | 1 (Verified on 07/27/2023) |
Sample Information
| Sample Taken Date | 08/13/2024 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 08/14/2024 |
| Sample type | Acceptance | A brief description of the sample | 19mm HMA A w 25percent rap |
| The quantity of what the sample constitutes | L1SL13 10 boxes HMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Cozad |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 13 | 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: 2024-08-13-43
DIME Test ID: 2024-08-13-43-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-08-14
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 08/14/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7326.7 grams
Mass of oven-dry sample in air for Sample 1: 2575.6 grams
Mass of container filled with the sample and water for Sample 1: 8892.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.55
Theoretical maximum density at 25°C (77°F): 2542.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X3304_37042_240814_L1SL13_T209_HMA | 39.64 KB | 08/14/2024 | 2024-08-13-43-1 | Info |
Test was verified on 8/14/2024 ✔