Summary for Test 2020-10-20-36-3
Test performed: AASHTO T312-14Project 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: 2020-10-20-36-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Test Release Date: 2021-12-17
Test Results
HMA Type: RHMA-G
Is this test used for JMF verification: No
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 10/21/2020
Start time of test (military time): 1410
Specimen identification: 2102112
Percent Binder Content: 7.5 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 116.1 mm
Height of the specimen between 50 and 150 gyrations: 116.1 mm
Mass of the specimen: 4785.8 g
Maximum Specific Gravity (Gmm): 2.480
Bulk Specific Gravity (Gmb): 2.405
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 0.2 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen: 2050.616 cm^3
Uncorrected relative density (Gmmu50-150): 94.1 %
Relative density (Gmm50-150): 97.0 %
Air Voids (AV50-150): 3.0 %
General comments (publicly viewable) (Max 1000 characters): Compact @ 152°C for 150 Gyrations with 825 kPa and Hold 30 Minutes.
Test was verified on 12/17/2021 ✔