Summary for Test 2026-08-06-55-1
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 | 08/06/2026 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/07/2026 | Sample type | JMF Verification |
| A brief description of the sample | Pre-circulation PG 88-16M | The quantity of what the sample constitutes | 2 quart cans |
| From where was the sample collected | Other | First name of sampler or witnessed by | Nathan |
| Last name of sampler or witnessed by | Shwiyhat | Title of sampler | Plant QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Murietta- Berkley | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | con-080626-2 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 88-16 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | PG 88-16M | |
| Time of sample | HMA Supplier | Martin Murietta- Berkley | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 3/8" HMA-A, & #4 HMA-A | HMA Supplier Mix ID Number | 75S253-26L1, & 77S653-26L1 |
Test Details
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DIME Sample ID: 2026-08-06-55
DIME Test ID: 2026-08-06-55-1
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: 2026-08-08
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/08/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.115 kPa
Phase Angle (δ) (for the 10 cycles): 43.1 degree
Complex Modulus (G*) (for the 10 measurements): 0.955 kPa
Test Temperature (Specimen 1): 88.0 C
Dynamic Shear, G*/sin(δ): 1.40 kPa
General comments (publicly viewable) (Max 1000 characters): OG-1
Test was verified on 8/8/2026 ✔