Summary for Test 2025-01-14-32-11
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R6.9/R7.6 |
| Award Date | 06/22/2022 |
| Closeout Date | 12/02/2025 |
| Work Description | Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS. |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2021) |
Sample Information
| Sample Taken Date | 01/14/2025 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 01/21/2025 |
| Sample type | Acceptance | A brief description of the sample | 70-10 |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | w |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refining | Transportation Laboratory (TL) Number | 00000 |
| 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 70-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | 04:31am | HMA Supplier | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-01-14-32
DIME Test ID: 2025-01-14-32-11
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-02-24
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: WSP
Date of test: 02/19/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 43.726 kPa
Phase Angle (δ) (for the 10 cycles): 63.2 degree
Complex Modulus (G*) (for the 10 measurements): 4372.371 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 3903 kPa
General comments (publicly viewable) (Max 1000 characters): PAV +3C
Test was verified on 2/24/2025 ✔