Summary for Test 2023-07-15-9-4
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 212896 DEA: 04160304 EFIS: 0400000429 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-13.1/13.5 |
| Award Date | 12/15/2020 |
| Closeout Date | Not set |
| Work Description | NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT |
| Location Description | IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036). |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 07/15/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 07/18/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 HMA Type A |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Bhalinder | Last name of sampler or witnessed by | Pandher |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | DeSilva Gates Sunol | Transportation Laboratory (TL) Number | C771701 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | MD6741 WM |
Test Details
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DIME Sample ID: 2023-07-15-9
DIME Test ID: 2023-07-15-9-4
Testing Lab: CT D04 - Pleasanton Field Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2023-08-04
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Rob Lohman
Date of test: 07/21/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2857.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 4478.5 g
Mass of HMA Sample prior to ignition: 1620.9 g
Mass Loss: 109.2 g
Mass of aggregate remaining after ignition: 1511.7 g
Correction Factor (Percent by mass of HMA Specimen): 1.25 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.30 %
General comments (publicly viewable) (Max 1000 characters): Lot 1 Sublot 1
Test was verified on 8/4/2023 ✔