Summary for Test 2026-05-29-41-5
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 995520 DEA: 041Y7004 EFIS: 0423000016 |
|---|---|
| DIST-CO-RTE-PM | 04-CC,SOL-80-13.8/14.1,0.0/0.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | AL ZAMPA BRIDGE DECK REHABILITATION REPLACE TOP COURSE |
| Location Description | CONTRA COSTA AND SOLANO COUNTIES AT CROCKETT AND IN VALLEJO FROM UNION PACIFIC RAILROAD OVERHEAD TO 0.8 MILE SOUTH OF ROUTE 80/29 SEPARATION |
| QA Service Level | 1 (Verified on 12/06/2023) |
Sample Information
| Sample Taken Date | 05/29/2026 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2026 | Sample type | Quality Assurance |
| A brief description of the sample | PG76-22M from PNW | The quantity of what the sample constitutes | 3 binder cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | Venu |
| Last name of sampler or witnessed by | Gopal | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | pacifc northwest | |
| Transportation Laboratory (TL) Number | 60326-1 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | AL Zampa Bridge | |
| Bid Item | Not set |
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 | Martin Murrieta Berkley Plant | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2026-05-29-41
DIME Test ID: 2026-05-29-41-5
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: 2026-06-16
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 06/15/2026
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 11.306 kPa
Phase Angle (δ) (for the 10 cycles): 49.6 degree
Complex Modulus (G*) (for the 10 measurements): 1124.898 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 857 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 6/16/2026 ✔