Summary for Test 2023-10-31-44-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 994820 DEA: 060V1104 EFIS: 0616000208 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,KIN-5,41,198-Var |
| Award Date | 08/31/2023 |
| Closeout Date | 05/09/2025 |
| 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 | 10/31/2023 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 10/31/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2" HMA |
| The quantity of what the sample constitutes | 820 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Arthur | Last name of sampler or witnessed by | Mills |
| Title of sampler | Consultant | Telephone number of sampler | 8033087727 |
| 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 | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 2 | HMA Mix Number | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-10-31-44
DIME Test ID: 2023-10-31-44-1
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: 2023-11-01
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Gurjeet Litt
Date of test: 11/01/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2897.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 4630.7 g
Mass of HMA Sample prior to ignition: 1733.0 g
Mass Loss: 117.2 g
Mass of aggregate remaining after ignition: 1615.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.72 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.17 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.87 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/1/2023 ✔