Summary for Test 2020-06-04-20-4
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 | 06/04/2020 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2020 | Sample type | Quality Assurance |
| A brief description of the sample | HMA-A 3/4" PG 58-34M | The quantity of what the sample constitutes | 2 box, 7 cores |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Coffman Specialties |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 1A45, 1B45, 1C45, 1A46, 1B46, 1C46, 1A47 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CCA-Coachella | |
| 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 | Unknown |
| Sublot number | Unknown | 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
DIME Sample ID: 2020-06-04-20
DIME Test ID: 2020-06-04-20-4
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: 2020-07-06
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Calculated
Tester's full name: J. Diaz
Date of test: 06/17/2020
Specific Gravity for Sample 1: 2.479
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2020 ✔
