Summary for Test 2022-09-30-49-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
| Award Date | 11/26/2019 |
| Closeout Date | 11/01/2023 |
| Work Description | Remove concrete pavement and base, and place HMA and JPCP |
| Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
| QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
| Sample Taken Date | 09/30/2022 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 10/12/2022 |
| Sample type | Quality Assurance | A brief description of the sample | HMA-A 3/4" R24 53417615 |
| The quantity of what the sample constitutes | 2 boxes, 3 Cores | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Plant | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 2A28,2B28,2C28 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Martin Marietta (CCA) Lake Elsinore | 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 | |
| Sublot number | HMA Mix Number | Not set | |
| 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: 2022-09-30-49
DIME Test ID: 2022-09-30-49-1
Testing Lab: CT D08 - Fontana Field Testing 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: 2022-10-18
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Maryanna Landaverde
Date of test: 10/12/2022
Specific Gravity for Sample 1: 2.472
Theoretical maximum density at 25°C (77°F): 153.9 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/18/2022 ✔