Summary for Test 2023-11-20-27-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 994820 DEA: 060V1104 EFIS: 0616000208 |
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DIST-CO-RTE-PM | 06-FRE,KIN-5,41,198-Var |
Award Date | 08/31/2023 |
Closeout Date | Not set |
Work Description | STRATFORD KINGS RIVER BRIDGE REPLACEMENT. |
Location Description | FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 09/20/2023) |
Sample Information
Sample Taken Date | 11/20/2023 | Sample Unique Key | 27 |
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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 | 11/21/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Noha | Last name of sampler or witnessed by | Hunt |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Coalinga HMA Plant | 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 | 2 |
Sublot number | 11 | HMA Mix Number |
Test Details
DIME Sample ID: 2023-11-20-27
DIME Test ID: 2023-11-20-27-1
Testing Lab: CT D06 - Millbrook 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: 2023-11-27
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 11/22/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2873.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5010.7 g
Mass of HMA Sample prior to ignition: 2137.0 g
Mass Loss: 130.5 g
Mass of aggregate remaining after ignition: 2006.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.99 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.13 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/27/2023 ✔