Summary for Test 2020-08-02-2-5
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 214632 DEA: 101J1504 EFIS: 1018000178 |
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DIST-CO-RTE-PM | 10-TUO-120-R24.2/32.5 |
Award Date | 03/06/2020 |
Closeout Date | 03/08/2021 |
Work Description | COLD PLANE AC PAVEMENT AND HMA (TYPE A) OVERLAY |
Location Description | TUOLUMNE COUNTY IN AND NEAR MOCCASIN FROM MOCCASIN CREEK BRIDGE TO 0.1 MILE WEST OF FERRETTI ROAD |
QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
Sample Taken Date | 08/02/2020 | Sample Unique Key | 2 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/07/2020 |
Sample type | Department Acceptance | A brief description of the sample | Pg 64-16 |
The quantity of what the sample constitutes | 2 cans each #1 test, #2(034746),#3(034745),#4(034750), #5(034738-1), #6(034738-2), #7(034754)No test | From where was the sample collected | Source |
First name of sampler or witnessed by | j | Last name of sampler or witnessed by | kort |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Marathan | Transportation Laboratory (TL) Number | 034736 |
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 | 1 |
Sublot number | 1 | 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: 2020-08-02-2
DIME Test ID: 2020-08-02-2-5
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: 2020-09-23
Test Results
Phase: Original binder
Input Type: Calculated
Tester's full name: Eva Torres
Date of test: 09/10/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 87.4 degree
Dynamic Shear, G*/sin(δ): 1.40 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2020 ✔