Summary for Test 2022-08-30-70-2
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 993603 DEA: 051N7004 EFIS: 0521000081 |
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DIST-CO-RTE-PM | 05-SLO-166-16.0/21.0 |
Award Date | 04/22/2022 |
Closeout Date | 03/28/2023 |
Work Description | PARTIAL DEPTH RECYCLING AND OVERLAY WITH RHMA (GAP GRADED). |
Location Description | SAN LUIS OBISPO COUNTY ABOUT 8 MILES EAST OF SANTA MARIA FROM 0.5 MILE WEST OF HUASNA RIVER BRIDGE TO 1.9 MILES WEST OF CUYAMA RIVER BRIDGE. |
QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
Sample Taken Date | 08/30/2022 | Sample Unique Key | 70 |
---|---|---|---|
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 | 09/06/2022 |
Sample type | Department Acceptance | A brief description of the sample | 3/4 RHMA-G w/LIME |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Other |
First name of sampler or witnessed by | I | Last name of sampler or witnessed by | Gleffe |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Juaquin Refining Co. | Transportation Laboratory (TL) Number | |
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 | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-30-70
DIME Test ID: 2022-08-30-70-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-09-12
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 09/12/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.162 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.348 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.35 kPa
General comments (publicly viewable) (Max 1000 characters): Original
Test was verified on 9/12/2022 ✔