Summary for Test 2022-07-24-1-3
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 993659 DEA: 021J4204 EFIS: 0220000076 |
---|---|
DIST-CO-RTE-PM | 02-SHA-273-11.8/12.6 |
Award Date | 05/10/2022 |
Closeout Date | 10/06/2022 |
Work Description | CONSTRUCT HMA STRUCTURAL SHOULDER SECTIONS AND MODIFY SIGNAL SYSTEM. |
Location Description | SHASTA COUNTY IN REDDING FROM CLEAR CREEK ROAD TO 0.4 MILE NORTH OF WESTWOOD AVENUE |
QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
Sample Taken Date | 07/24/2022 | Sample Unique Key | 1 |
---|---|---|---|
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 | 08/01/2022 |
Sample type | Acceptance | A brief description of the sample | PG 58-34M |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | D |
Title of sampler | Tester | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Tullis | Transportation Laboratory (TL) Number | 851759 |
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 | 1 |
Sublot number | 5 | Tank number | |
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-07-24-1
DIME Test ID: 2022-07-24-1-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-08-22
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/17/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 24.505 kPa
Phase Angle (δ) (for the 10 cycles): 39.7 degree
Complex Modulus (G*) (for the 10 measurements): 2450.560 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 1565 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 8/22/2022 ✔