Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2018-07-19-17
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 212536 DEA: 020H2004 EFIS: 0214000143 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-32-8.6/9.3 |
| Award Date | 08/21/2017 |
| Closeout Date | 01/08/2019 |
| Work Description | RECONSTRUCT ROADWAY WITH HMA AND AB, AND CULVERTS AND GUARDRAIL |
| Location Description | TEHAMA COUNTY ABOUT 35 MILES EAST OF CHICO FROM 0.2 MILE WEST TO 0.5 MILE EAST OF DIAMOND MATCH HAUL ROAD |
| QA Service Level | 1 (Verified on 12/18/2017) |
Sample Information
| Sample Taken Date | 07/19/2018 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 07/19/2018 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA A 15 rap PG 64-28m Valero |
| The quantity of what the sample constitutes | 1 box | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Monte | Last name of sampler or witnessed by | Spencer |
| Title of sampler | TET | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77562 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Knife River, Orland | Transportation Laboratory (TL) Number | T101 C894787 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | T101 C894787 | Structure unique identifier | Not set |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Not set |
| Sublot number | Not set | 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 | HMA Pay | No |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2018-07-19-17-1 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 07/20/2018 | No | 3/4 HMA A, 15% rap, lime, PG 64-28m Valero | ||||
| 2018-07-19-17-2 | 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) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 07/20/2018 | No | 3/4 HMA A, 15% rap, lime, PG 64-28m Valero |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2018-07-19-17-1 AASHTO T209-12
DIME Test ID: 2018-07-19-17-2 AASHTO T308-10