Summary for Test 2023-10-18-8-8
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 993169 DEA: 050A0904 EFIS: 0513000028 |
---|---|
DIST-CO-RTE-PM | 05-MON-156-R1.4/R2.0 |
Award Date | 12/14/2021 |
Closeout Date | Not set |
Work Description | WIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING. |
Location Description | MONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD |
QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
Sample Taken Date | 10/18/2023 | Sample Unique Key | 8 |
---|---|---|---|
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 | 10/18/2023 |
Sample type | Quality Assurance | A brief description of the sample | PG64-10 SJR |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Other |
First name of sampler or witnessed by | Jerrod | Last name of sampler or witnessed by | Naval |
Title of sampler | QC | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Graniterock Aromas Drum Plant | 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 64-10 |
---|---|---|---|
Modified | No | Lot number | 1 |
Sublot number | 1 | Tank number | |
Time of sample | HMA Supplier | Granite Salinas Batch Plant | |
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | 937 |
Test Details
DIME Sample ID: 2023-10-18-8
DIME Test ID: 2023-10-18-8-8
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: Raul Cardenas
Date of test: 11/14/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 49.989 kPa
Phase Angle (δ) (for the 10 cycles): 65.4 degree
Complex Modulus (G*) (for the 10 measurements): 4973.904 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 4522 kPa
General comments (publicly viewable) (Max 1000 characters): pav
Test was verified on 11/15/2023 ✔