Summary for Test 2020-04-15-19-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 214322 DEA: 021H74U4 EFIS: 0218000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-87.8/89.1 |
| Award Date | 10/11/2019 |
| Closeout Date | 09/23/2020 |
| Work Description | CURVE REALIGNMENT AND EXTENDING THE TRUCK CLIMBING LANE. |
| Location Description | TEHAMA COUNTY NEAR MINERAL FROM 0.1 MILE TO 1.5 MILES EAST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 04/15/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 04/15/2020 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (PG 64-28 M), 15.0 RAP, 1.0 Lime |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78384 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Orland Plant | Transportation Laboratory (TL) Number | 853429 |
| 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
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DIME Sample ID: 2020-04-15-19
DIME Test ID: 2020-04-15-19-2
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: 2020-06-08
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: 04/15/2020
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7338 grams
Mass of oven-dry sample in air for Sample 1: 2514 grams
Mass of container filled with the sample and water for Sample 1: 8866 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.55
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2020 ✔