Summary for Test 2023-05-25-78-4
Test performed: AASHTO T209-22Project Information
Project Identifiers | Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548 |
---|---|
DIST-CO-RTE-PM | 04-ALA-84,680-17.9/21 |
Award Date | 02/19/2021 |
Closeout Date | Not set |
Work Description | ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION. |
Location Description | ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84 |
QA Service Level | 1 (Verified on 11/04/2019) |
Sample Information
Sample Taken Date | 05/25/2023 | Sample Unique Key | 78 |
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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 | 05/25/2023 |
Sample type | Quality Assurance | A brief description of the sample | Hot Mix Asphalt |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Mond | Last name of sampler or witnessed by | Osawaru |
Title of sampler | Assistant RE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Pleasanton Plant | Transportation Laboratory (TL) Number | C671692 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Lot 7 Sublot 18 | Structure unique identifier | |
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | 7 |
Sublot number | 18 | HMA Mix Number | 220304 |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
---|---|---|
No assigned tests for this sample. |
Test Details
DIME Sample ID: 2023-05-25-78
DIME Test ID: 2023-05-25-78-4
Testing Lab: CT D04 - Pleasanton 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: 2023-06-29
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Rob Lohman
Date of test: 05/26/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7337.4 grams
Mass of oven-dry sample in air for Sample 1: 2538.4 grams
Mass of container filled with the sample and water for Sample 1: 8868.8 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.521
Theoretical maximum density at 25°C (77°F): 2514 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Lot 7 Sublot 18
Test was verified on 6/29/2023 ✔