Summary for Test 2024-06-10-137-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 994051 DEA: 041Q5814 EFIS: 0421000262 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-101-0.0-6.5 |
| Award Date | 01/10/2024 |
| Closeout Date | 09/03/2026 |
| Work Description | REHABILITATE PAVEMENT AND UPGRADE MEDIAN BARRIER [PS&E E-COPY AVAILABLE UPON REQUEST] |
| Location Description | SAN MATEO COUNTY FROM SAN MATEO COUNTY LINE IN EAST PALO ALTO TO WHIPPLE AVENUE IN REDWOOD CITY |
| QA Service Level | 1 (Verified on 07/05/2022) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 137 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/13/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" RHMA-G | The quantity of what the sample constitutes | 751-1500 Tons |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Luis |
| Last name of sampler or witnessed by | Magana | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Pleasanton | |
| 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 | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 10 | HMA Mix Number | 04JMF041 |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-06-10-137
DIME Test ID: 2024-06-10-137-2
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-08-16
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: Luis Magana
Date of test: 06/13/2024
Specific Gravity for Sample 1: 2.440
Specific Gravity for Sample 2: 2.436
Average Specific Gravity: 2.438
Theoretical maximum density at 25°C (77°F): 2431 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/16/2024 ✔