Summary for Test 2020-03-27-9-4
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/27/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 03/27/2020 |
| Sample type | Verification | A brief description of the sample | 1/2" Type A HMA with RAP, WMA, and PG 64-16 |
| The quantity of what the sample constitutes | 14 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ed | Last name of sampler or witnessed by | Gamboa |
| Title of sampler | MREA | Telephone number of sampler | 2094977814 |
| Laboratory sample identification | JMF-020-009 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Syar Industries | Transportation Laboratory (TL) Number | NA |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 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: 2020-03-27-9
DIME Test ID: 2020-03-27-9-4
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2020-04-09
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/09/2020
Method Performed: Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1: 1591 grams
Mass of sample in water for Sample 1: 947 grams
Mass of oven-dry sample in air for Sample 2: 1618 grams
Mass of sample in water for Sample 2: 961 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.471
Specific Gravity for Sample 2: 2.465
Average Specific Gravity: 2.468
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2020 ✔
