Summary for Test 2022-06-30-35-1
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 215374 DEA: 060X2704 EFIS: 0618000048 |
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DIST-CO-RTE-PM | 06-FRE-5-37.2/48.8 |
Award Date | 05/11/2022 |
Closeout Date | Not set |
Work Description | PAVEMENT REHABILITATION |
Location Description | FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC |
QA Service Level | 1 (Verified on 12/16/2020) |
Sample Information
Sample Taken Date | 06/30/2022 | Sample Unique Key | 35 |
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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 | 07/12/2022 |
Sample type | Department Acceptance | A brief description of the sample | NO TEST 6/28 6/27 |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | G Litt | Last name of sampler or witnessed by | NA |
Title of sampler | NA | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 040700 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
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Modified | Lot number | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-06-30-35
DIME Test ID: 2022-06-30-35-1
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: 2022-07-26
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/17/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.141 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.178 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.18 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/26/2022 ✔