Summary for Test 2022-02-04-30-6
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993234 DEA: 051H0004 EFIS: 0516000011 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-68-1.1/L4.3 |
| Award Date | 10/26/2021 |
| Closeout Date | 12/14/2023 |
| Work Description | PLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS. |
| Location Description | MONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION |
| QA Service Level | 1 (Verified on 10/06/2021) |
Sample Information
| Sample Taken Date | 02/04/2022 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 03/15/2022 |
| Sample type | Acceptance | A brief description of the sample | BINDER |
| The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | NOT | Last name of sampler or witnessed by | PROVIDED |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SJR | Transportation Laboratory (TL) Number | C0204221 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L4 3 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | GRANITEROCK | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-02-04-30
DIME Test ID: 2022-02-04-30-6
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-03-23
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 03/23/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 36.230 kPa
Phase Angle (δ) (for the 10 cycles): 63.4 degree
Complex Modulus (G*) (for the 10 measurements): 3622.755 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3239 kPa
General comments (publicly viewable) (Max 1000 characters): PAV 2ND +3
Test was verified on 3/23/2022 ✔