Summary for Test 2020-10-15-11-5
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 | 10/15/2020 | Sample Unique Key | 11 |
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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 | 10/22/2020 |
Sample type | Department Acceptance | A brief description of the sample | AB #1 Test |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
First name of sampler or witnessed by | Nick | Last name of sampler or witnessed by | Unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 815316 |
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 | No | Lot number | |
Sublot number | Tank number | Not set | |
Time of sample | Not set | HMA Supplier | Not set |
Certified Asphalt Supplier | Not set | Multigrade | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2020-10-15-11
DIME Test ID: 2020-10-15-11-5
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: 2020-10-27
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/27/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 35.607 kPa
Phase Angle (δ) (for the 10 cycles): 66.7 degree
Complex Modulus (G*) (for the 10 measurements): 3560.712 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 3270 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications
Test was verified on 10/27/2020 ✔