Summary for Test 2023-02-22-45-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 02/22/2023 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 02/22/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Cody | Last name of sampler or witnessed by | Cordero |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Dutra San Rafael | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-21-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | 3 | |
| Sublot number | 4 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-02-22-45
DIME Test ID: 2023-02-22-45-3
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2023-03-23
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 02/24/2023
Method Performed: no data
Mass of container filled with water: 7389.4 grams
Mass of oven-dry sample in air for Sample 1: 2547.6 grams
Mass of container filled with the sample and water for Sample 1: 8904.2 grams
Mass of container filled with water: 7389.4
Mass of oven-dry sample in air for Sample 2: 2543.1 grams
Mass of container filled with the sample and water for Sample 2: 8905.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.467
Specific Gravity for Sample 2: 2.476
Average Specific Gravity: 2.471
Theoretical maximum density at 25°C (77°F): 2463.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Lot 3 Sublot 4
Test was verified on 3/23/2023 ✔