Summary for Test 2021-05-06-28-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 214874 DEA: 022H0504 EFIS: 0216000093 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-R34.8/R35.4 |
| Award Date | 05/27/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | REALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL. |
| Location Description | TRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 05/26/2020) |
Sample Information
| Sample Taken Date | 05/06/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/06/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| 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 | D78791 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | |
| Transportation Laboratory (TL) Number | 768789 | 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 | |
| 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: 2021-05-06-28
DIME Test ID: 2021-05-06-28-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2021-07-08
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Karen Rios Dorado
Date of test: 05/07/2021
Test procedure used?: Method A
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 2210.7 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 2096.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.67 %
Moisture Content: 0.13 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 4.39 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/8/2021 ✔