Summary for Test 2023-11-03-17-12
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994166 DEA: 051H8104 EFIS: 0516000164 |
|---|---|
| DIST-CO-RTE-PM | 05-SBT-25-18.8/19.2 |
| Award Date | 01/06/2023 |
| Closeout Date | 07/31/2024 |
| Work Description | ROADWAY EXCAVATION, HMA, CULVERTS AND SIGNAL SYSTEM. |
| Location Description | SAN BENITO COUNTY ABOUT 32 MILES SOUTH OF HOLLISTER FROM 0.8 MILE NORTH OF SAN BENITO LATERAL TO 2 MILES SOUTH OF ROUTE 146 |
| QA Service Level | 1 (Verified on 08/17/2022) |
Sample Information
| Sample Taken Date | 11/03/2023 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/07/2023 | Sample type | Quality Assurance |
| A brief description of the sample | PG64-16 SJR | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Other | First name of sampler or witnessed by | Nick |
| Last name of sampler or witnessed by | Luna | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Granite Coalinga HMA Plant | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | 2708 | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2023-11-03-17
DIME Test ID: 2023-11-03-17-12
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-11-15
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 11/15/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 40.323 kPa
Phase Angle (δ) (for the 10 cycles): 63.2 degree
Complex Modulus (G*) (for the 10 measurements): 4012.050 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3581 kPa
General comments (publicly viewable) (Max 1000 characters): PAV +3
Test was verified on 11/15/2023 ✔