Summary for Test 2019-03-29-20-2
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 | 03/29/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 08/23/2019 |
| Sample type | Quality Control | A brief description of the sample | 3/4 inch HMA-A w/Lime w/RAP |
| The quantity of what the sample constitutes | 8 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Huddleston |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Syar Lake Herman | Transportation Laboratory (TL) Number | C816003 |
| 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: 2019-03-29-20
DIME Test ID: 2019-03-29-20-2
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: 2019-12-20
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: Frank Chavez
Date of test: 12/20/2019
Method Performed: no data
Mass of oven-dry sample in air for Sample 1: 2522 grams
Mass of sample in water for Sample 1: 1497 grams
Mass of oven-dry sample in air for Sample 2: 2728 grams
Mass of sample in water for Sample 2: 1618 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.46
Specific Gravity for Sample 2: 2.459
Average Specific Gravity: 2.46
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters): GMM T-209 for 019-027
Test was verified on 12/20/2019 ✔
