Summary for Test 2021-08-25-16-1
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 | 08/25/2021 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/25/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 3/8 Inch RAP | The quantity of what the sample constitutes | PSE 1 bag, 100k Ton Milestone |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | J.D. |
| Last name of sampler or witnessed by | Atkinson | Title of sampler | Material Tester |
| Telephone number of sampler | Laboratory sample identification | D78929 | |
| Linked DIME Sample ID | 2021-08-25-14, 2021-08-25-34 | The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA |
| Transportation Laboratory (TL) Number | 858990 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | 3/8 inch | Aggregate Source | Fawndale Rock and Asphalt, Redding, Ca |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-25-16
DIME Test ID: 2021-08-25-16-1
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: 2021-09-09
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Karen Dorado
Date of test: 08/26/2021
Test procedure used?: no data
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 6.25 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔