Summary for Test 2020-09-24-25-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 214885 DEA: 080K1234 EFIS: 0815000242 |
|---|---|
| DIST-CO-RTE-PM | 08--- |
| Award Date | 06/03/2020 |
| Closeout Date | 04/08/2022 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 09/24/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 09/25/2020 |
| Sample type | Department Acceptance | A brief description of the sample | I-15 SB, Ln 5,9,7, EP, sta 1705+64, sta 1696+14, sta 2288+41 |
| The quantity of what the sample constitutes | 2 box, 3 cores | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | George | Last name of sampler or witnessed by | Thunstrom |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | 13-A, 13-B, 13-C | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | OHL, Sully Miller | Transportation Laboratory (TL) Number | Blue Diamond |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | I 15 N Sidewinder Rd | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| 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: 2020-09-24-25
DIME Test ID: 2020-09-24-25-3
Testing Lab: CT D08 - Hesperia 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: 2021-01-12
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: David Chen
Date of test: 10/21/2020
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7328 grams
Mass of oven-dry sample in air for Sample 1: 2512 grams
Mass of container filled with the sample and water for Sample 1: 8792 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.396
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/12/2021 ✔