Summary for Test 2020-06-16-54-4
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 214516 DEA: 024H2404 EFIS: 0218000098 |
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DIST-CO-RTE-PM | 02-TRI-3-32.0/38.0,53.7/63.8 |
Award Date | 12/23/2019 |
Closeout Date | 02/18/2021 |
Work Description | PLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE. |
Location Description | TRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY |
QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
Sample Taken Date | 06/16/2020 | Sample Unique Key | 54 |
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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 | 10/14/2020 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder |
The quantity of what the sample constitutes | 1 Can, #15 Test, No Test #16 (unknown), #17(Unknown), #18(unknown), #19(unknown) | From where was the sample collected | Source |
First name of sampler or witnessed by | Devin | Last name of sampler or witnessed by | Owens |
Title of sampler | Inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
---|---|---|---|
Modified | Yes | Lot number | |
Sublot number | Tank number | Not set | |
Time of sample | Not set | HMA Supplier | Not set |
Certified Asphalt Supplier | Not set | Multigrade | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-16-54
DIME Test ID: 2020-06-16-54-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-10-15
Test Results
Phase: RTFO residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/15/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.622 kPa
Phase Angle (δ) (for the 10 cycles): 57.9 degree
Complex Modulus (G*) (for the 10 measurements): 6.223 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 7.35 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications
Test was verified on 10/15/2020 ✔