Summary for Test 2020-10-20-36-1
Test performed: AASHTO T308-10Project 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 | 10/20/2020 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 10/20/2020 |
| Sample type | Verification | A brief description of the sample | Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) with WMA and Virgin Binder from Valero - Benicia |
| The quantity of what the sample constitutes | JMF 19-30-R01 | 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 | TET | Telephone number of sampler | |
| Laboratory sample identification | D78680 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 853472 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-10-20-36
DIME Test ID: 2020-10-20-36-1
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: 2021-12-17
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 10/21/2020
Test procedure used?: Method A
Mass of the specimen basket assembly: 0.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 0.0 g
Mass of HMA Sample prior to ignition: 2,177.9 g
Mass Loss: 0.0 g
Mass of aggregate remaining after ignition: 2,013.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.05 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 7.52 %
General comments (publicly viewable) (Max 1000 characters): CF = -0.09 @ 538°C in Furnace No.1.
The missing correction and temperature compensation have been incorporated into the "Moisture Content".
Test was verified on 12/17/2021 ✔