Summary for Test 2020-03-10-19-3
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 | 03/10/2020 | 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 | 03/10/2020 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (PG 64-10 Rich Bottom) |
| The quantity of what the sample constitutes | JMF Modification/Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Karen | Last name of sampler or witnessed by | Spliethof |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78336 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 001692 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-10-19
DIME Test ID: 2020-03-10-19-3
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: 2020-04-03
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification:
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/18/2020
Start time of test (military time): 0953
Specimen identification: 1031801
Percent Binder Content: 5.8 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 113.8 mm
Mass of the specimen: 4655.6 g
Maximum Specific Gravity (Gmm): 2.515
Bulk Specific Gravity (Gmb): 2.397
Unit weight of water: no data
Gyration Angle: 1.16 deg
Gyration Angle: 20.2 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Uncorrected relative density (Gmmu8): no data
Uncorrected relative density (Gmmu85): no data
Uncorrected relative density (Gmmu130): no data
Air Voids (AV8): no data
Air Voids (AV85): no data
Air Voids (AV130): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2020 ✔