Summary for Test 2024-03-19-22-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58,204-R53.4/R54.5,R0.0/4.6 |
| Award Date | 10/06/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS. |
| Location Description | KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET |
| QA Service Level | 1 (Verified on 07/28/2022) |
Sample Information
| Sample Taken Date | 03/19/2024 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/21/2024 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 HMA Type A | The quantity of what the sample constitutes | L1SL21 |
| From where was the sample collected | Source | First name of sampler or witnessed by | James |
| Last name of sampler or witnessed by | Watson | Title of sampler | Material Tester |
| Telephone number of sampler | 15599773442 | 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 | 21 | 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: 2024-03-19-22
DIME Test ID: 2024-03-19-22-1
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: 2024-03-21
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: James Watson
Date of test: 03/21/2024
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: 2611.5 grams
Mass of container filled with the sample and water for Sample 1: 8900.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.517
Theoretical maximum density at 25°C (77°F): 2509.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters): L1SL21
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W15V4_37020_240228_L1SL21_T209_HMA | 40.43 KB | 03/21/2024 | 2024-03-19-22-1 | Info |
Test was verified on 3/21/2024 ✔