Summary for Test 2022-09-22-72-3
Test performed: AASHTO T315-12Project Information
Project Identifiers | Project ID: 993847 DEA: 081M8604 EFIS: 0822000056 |
---|---|
DIST-CO-RTE-PM | 08-SBD-15-180.2/186.2 |
Award Date | 06/23/2022 |
Closeout Date | 12/12/2022 |
Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
Location Description | SAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE |
QA Service Level | 1 (Verified on 12/05/2022) |
Sample Information
Sample Taken Date | 09/22/2022 | Sample Unique Key | 72 |
---|---|---|---|
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 | 09/27/2022 |
Sample type | Department Acceptance | A brief description of the sample | PG Asphalt Binder |
The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Francisco |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0661-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Blue Diamond-Las Vegas | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 76-22 M |
---|---|---|---|
Modified | Yes | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | PNAC LLC - Fernley NV | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2022-09-22-72
DIME Test ID: 2022-09-22-72-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-11-05
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 11/04/2022
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 66.4 degree
Dynamic Shear, G*/sin(δ): 1.74 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters): ORIGINAL DSR
Test was verified on 11/5/2022 ✔