Summary for Test 2019-04-16-31-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 04/16/2019 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 04/16/2019 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (PG64-10) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jimmy and Derrick | Last name of sampler or witnessed by | Montana and Curry |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 857582 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 0 |
| Sublot number | 0 | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-04-16-31
DIME Test ID: 2019-04-16-31-2
Testing Lab: CT D02 - Redding Northern Regional 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: 2019-05-03
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: Darrell Valasek
Date of test: 04/17/2019
Method Performed: no data
Mass of container filled with water: 7369 grams
Mass of oven-dry sample in air for Sample 1: 1658 grams
Mass of container filled with the sample and water for Sample 1: 8386 grams
Temperature of Water: 24 °F
Specific Gravity for Sample 1: 2.582
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/3/2019 ✔