Summary for Test 2020-12-15-16-5
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 |
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DIST-CO-RTE-PM | 03-YUB-70-15.5/16.5 |
Award Date | 07/31/2019 |
Closeout Date | 08/30/2023 |
Work Description | SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055. |
Location Description | NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019. |
QA Service Level | 1 (Verified on 08/22/2019) |
Sample Information
Sample Taken Date | 12/15/2020 | Sample Unique Key | 16 |
---|---|---|---|
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 | 12/18/2020 |
Sample type | Department Acceptance | A brief description of the sample | PG Binder |
The quantity of what the sample constitutes | 1 of 2 | From where was the sample collected | Other |
First name of sampler or witnessed by | M. | Last name of sampler or witnessed by | Chitterden |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | C724304 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | 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: 2020-12-15-16
DIME Test ID: 2020-12-15-16-5
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: 2020-12-30
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 12/29/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 31.183 kPa
Phase Angle (δ) (for the 10 cycles): 52.7 degree
Complex Modulus (G*) (for the 10 measurements): 3117.984 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2480 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 12/30/2020 ✔