Summary for Test 2023-02-21-83-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 |
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DIST-CO-RTE-PM | 06-TUL-245-1.4,4.2 |
Award Date | 01/03/2022 |
Closeout Date | Not set |
Work Description | PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL. |
Location Description | TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE |
QA Service Level | 1 (Verified on 10/11/2021) |
Sample Information
Sample Taken Date | 02/21/2023 | Sample Unique Key | 83 |
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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 | 02/21/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A |
The quantity of what the sample constitutes | 800 tons | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Ruiz |
Title of sampler | Consultant Tester | Telephone number of sampler | 5592890420 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Porterville Rock and Recycle PAI | 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 | Type A HMA |
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HMA Grading | 3/4 inch | Lot number | 1 |
Sublot number | 2 | HMA Mix Number |
Test Details
DIME Sample ID: 2023-02-21-83
DIME Test ID: 2023-02-21-83-1
Testing Lab: CT D06 - Visalia 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: 2023-05-12
Test Results
What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Shoaib Ahmed
Date of test: 02/21/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2,035.0 g
Mass Loss: 114.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.39 %
Moisture Content: 0.01 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.12 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0U2804_37043__230221_SA_L1SL2-T308 | 162.55 KB | 05/12/2023 | 2023-02-21-83-1 | Info |
Test was verified on 5/12/2023 ✔