Summary for Test 2023-04-18-30-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994078 DEA: 060X7604 EFIS: 0618000129 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-0.2/0.6 |
| Award Date | 09/26/2022 |
| Closeout Date | 04/08/2024 |
| Work Description | INSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY. |
| Location Description | KERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET |
| QA Service Level | 1 (Verified on 07/11/2022) |
Sample Information
| Sample Taken Date | 04/18/2023 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 04/18/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA Type A |
| The quantity of what the sample constitutes | 10 boxes HMA type A, 2 bags of aggregate | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Material Tester | Telephone number of sampler | |
| Laboratory sample identification | L1SL2 | 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 | 2 | 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: 2023-04-18-30
DIME Test ID: 2023-04-18-30-1
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: 2023-04-19
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: James Watson
Date of test: 04/18/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7328.4 grams
Mass of oven-dry sample in air for Sample 1: 2613.6 grams
Mass of container filled with the sample and water for Sample 1: 8911.1 grams
Temperature of Water: 72 °F
Specific Gravity for Sample 1: 2.535
Theoretical maximum density at 25°C (77°F): 2527.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X7604_37027_230418_L1SL2_T209 | 40.34 KB | 04/19/2023 | 2023-04-18-30-1 | Info |
Test was verified on 4/19/2023 ✔