Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2019-01-21-14
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Project 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 | 01/21/2019 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 12/06/2018 |
| Sample type | Quality Control | A brief description of the sample | Laboratory-Batched 3/4-inch Type A HMA (eq. PG 64-10/16) |
| The quantity of what the sample constitutes | Mix Design | From where was the sample collected | Other |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 19-1001 314 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 0 |
| Sublot number | 0 | HMA Mix Number | Not set |
JMF Information
| HMA Design ID | JMF3512-2019-72-19-1001.314 | Date Created | 02/06/2019 |
|---|---|---|---|
| Submittal | JMF3511-22-2019-66 Submittal Authorized For Use| JMF3513-2019-65 JMF3511-22-2020-149 Submittal Authorized For Use| JMF3513-2020-152 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
|---|---|---|---|---|---|---|---|---|
| 2019-01-21-14-1 | 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) | CGI, CT D02 - Redding Northern Regional Laboratory | 01/21/2019 | Ward Jenkins | Yes | 02/06/2019 | ||
| 2019-01-21-14-2 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | CGI, CT D02 - Redding Northern Regional Laboratory | 01/21/2019 | Ward Jenkins | Yes | 02/06/2019 | ||
| 2019-01-21-14-3 | AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity) | CGI, CT D02 - Redding Northern Regional Laboratory | 01/21/2019 | Ward Jenkins | Yes | 02/06/2019 | ||
| 2019-01-21-14-4 | THIS TEST HAS BEEN SUPERSEDED. AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void) | CGI, CT D02 - Redding Northern Regional Laboratory | 01/21/2019 | Ward Jenkins | Yes | 02/06/2019 | THIS TEST HAS BEEN SUPERSEDED. | |
| 2019-01-21-14-5 | AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void) | CGI, CT D02 - Redding Northern Regional Laboratory | 01/21/2019 | Ward Jenkins | No | Data entry error corrected. | Info |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2019-01-21-14-1 AASHTO T308-10 (Verified)
DIME Test ID: 2019-01-21-14-2 AASHTO T209-12 (Verified)
DIME Test ID: 2019-01-21-14-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2019-01-21-14-4 AASHTO T269-14 (Verified)
DIME Test ID: 2019-01-21-14-5 AASHTO T269-14