Summary for Test 2023-06-07-39-5
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 994322 DEA: 040K4904 EFIS: 0416000094 |
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DIST-CO-RTE-PM | 04-ALA-112,185-0.0/1.8,3.4/6.5 |
Award Date | 12/22/2022 |
Closeout Date | Not set |
Work Description | COLD PLANE AND OVERLAY, UPGRADE CURB RAMPS. |
Location Description | ALAMEDA COUNTY IN SAN LEANDRO ON ROUTE 112 FROM DOOLITTLE DRIVE TO EAST 14TH STREET AND ON ROUTE 185 FROM FAIRMONT DRIVE TO FARRELLY DRIVE |
QA Service Level | 1 (Verified on 10/14/2022) |
Sample Information
Sample Taken Date | 06/07/2023 | Sample Unique Key | 39 |
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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 | 06/07/2023 |
Sample type | Quality Assurance | A brief description of the sample | Hot mix asphalt |
The quantity of what the sample constitutes | 763 Tons | From where was the sample collected | Job Site |
First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Magana |
Title of sampler | RDC QC | 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 |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
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HMA Grading | 3/4 inch | Lot number | 1 |
Sublot number | 3 | HMA Mix Number | 226108 |
Test Details
DIME Sample ID: 2023-06-07-39
DIME Test ID: 2023-06-07-39-5
Testing Lab: CT D04 - Hayward 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: 2023-07-17
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Leonardo Mendoza
Date of test: 06/08/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3092.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 5166.9 g
Mass of HMA Sample prior to ignition: 2074.5 g
Mass Loss: 176.4 g
Mass of aggregate remaining after ignition: 1898.1 g
Correction Factor (Percent by mass of HMA Specimen): 1.08 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.28 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2023 ✔