Summary for Test 2023-09-28-91-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
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DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
Award Date | 10/22/2021 |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
Sample Taken Date | 09/28/2023 | Sample Unique Key | 91 |
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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 | 10/23/2023 |
Sample type | Department Acceptance | A brief description of the sample | PG 70-10 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Kupelian |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Fisher Sand and Gravel | Transportation Laboratory (TL) Number | 729347 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Paving Production |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | Oil-21 | |
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-09-28-91
DIME Test ID: 2023-09-28-91-1
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: 2023-10-30
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.171 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.417 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.42 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/30/2023 ✔