Summary for Test 2020-10-05-12-5
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 214527 DEA: 020H69U4 EFIS: 0218000060 |
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DIST-CO-RTE-PM | 02-TRI-299-10.9/11.2,42.9/43.3 |
Award Date | 01/03/2020 |
Closeout Date | 10/05/2021 |
Work Description | INSTALL ROCK FALL DRAPERY |
Location Description | TRINITY COUNTY NEAR BURNT RANCH FROM 0.4 MILE EAST OF HENNESSEY ROAD TO 0.3 MILE WEST OF BURNT RANCH SCHOOL ROAD AND FROM 0.5 MILE WEST OF CANYON CREEK BRIDGE TO CANYON CREEK BRIDGE |
QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
Sample Taken Date | 10/05/2020 | Sample Unique Key | 12 |
---|---|---|---|
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 | 10/09/2020 |
Sample type | Authorization | A brief description of the sample | AB PG 58-34M#1 Test, #2() No test |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
First name of sampler or witnessed by | joe | Last name of sampler or witnessed by | sturges |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
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Modified | Yes | 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: 2020-10-05-12
DIME Test ID: 2020-10-05-12-5
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: 2020-10-14
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/14/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 27.521 kPa
Phase Angle (δ) (for the 10 cycles): 40.9 degree
Complex Modulus (G*) (for the 10 measurements): 2751.493 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 1802 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard and Specifications
Test was verified on 10/14/2020 ✔