Summary for Test 2021-05-04-30-2
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 214293 DEA: 060S4604 EFIS: 0615000038 |
---|---|
DIST-CO-RTE-PM | 06-FRE-99-R0.9/R5.0 |
Award Date | 12/05/2019 |
Closeout Date | 05/11/2023 |
Work Description | REPLACE CONCRETE AND ASPHALT PAVEMENT. |
Location Description | FRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 08/05/2019) |
Sample Information
Sample Taken Date | 05/04/2021 | Sample Unique Key | 30 |
---|---|---|---|
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 | 05/10/2021 |
Sample type | Department Acceptance | A brief description of the sample | PG64-10 |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Mohammad | Last name of sampler or witnessed by | sammimi |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | Transportation Laboratory (TL) Number | c040430 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | CMI - Fresno Central | |
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-05-04-30
DIME Test ID: 2021-05-04-30-2
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: 2021-07-13
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/09/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.163 kPa
Phase Angle (δ) (for the 10 cycles): 89.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.358 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.36 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORG
Test was verified on 7/13/2021 ✔