Summary for Test 2020-04-08-12-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 04/08/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/08/2020 | Sample type | Verification |
| A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-16) | The quantity of what the sample constitutes | JMF Renewal |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Karen |
| Last name of sampler or witnessed by | Spliethof | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78375 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | |
| Transportation Laboratory (TL) Number | 897562 | 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 | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
| 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: 2020-04-08-12
DIME Test ID: 2020-04-08-12-1
Testing Lab: CT D02 - Redding Northern Regional 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: 2020-05-22
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 05/20/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1574.3 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.42 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 5.48 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2020 ✔