Summary for Test 2021-03-24-22-4
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 213444 DEA: 060Q2804 EFIS: 0613000051 |
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DIST-CO-RTE-PM | 06-KER-99,178-23.8/R28.4,0.1 |
Award Date | 10/03/2018 |
Closeout Date | 05/11/2023 |
Work Description | RECONSTRUCT LANES AND SHOULDERS WITH CRCP, MODIFYING ELECTRICAL SYSTEM |
Location Description | KERN COUNTY IN BAKERSFIELD ON ROUTE 99 FROM 0.3 MILE SOUTH OF PALM AVENUE OVERCROSSING TO BEARDSLEY CANAL BRIDGE AND ON ROUTE 178 AT ROUTE 99/178 SEPARATION |
QA Service Level | 1 (Verified on 12/13/2018) |
Sample Information
Sample Taken Date | 03/24/2021 | Sample Unique Key | 22 |
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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 | 03/30/2021 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Supplier |
First name of sampler or witnessed by | VULCAN | Last name of sampler or witnessed by | MATERIALS |
Title of sampler | QA | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Tank at San Emidio | Transportation Laboratory (TL) Number | C929388 |
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 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | Vulcan | |
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-03-24-22
DIME Test ID: 2021-03-24-22-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-04-07
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 04/05/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 51.022 kPa
Phase Angle (δ) (for the 10 cycles): 63.3 degree
Complex Modulus (G*) (for the 10 measurements): 5101.996 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 4558 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Std Specs PAV
Test was verified on 4/7/2021 ✔