Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2019-04-16-27
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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 | 04/16/2019 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 04/16/2019 |
| Sample type | Verification | A brief description of the sample | Lab-batched, 1/2-inch Type A Aggregate (Untreated Virgin) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jimmy and Derrick | Last name of sampler or witnessed by | Montana and Curry |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77824F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock Quarry | Transportation Laboratory (TL) Number | 857583 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 19-1001.314 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Lab-Batched from Sized Untreated Aggregate Stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | JMF 19-06-S1 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
JMF Information
| Verification ID | JMF3513-2019-58 | Date Created | 05/01/2019 |
|---|---|---|---|
| JMF Submittal ID | JMF3511-22-2019-84 | JMF Status | Submittal Rejected For Use |
| Producer Mix ID | 19-1001.314 | Rejected Date | 05/06/2019 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
|---|---|---|---|---|---|---|---|---|
| 2019-04-16-27-1 | CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 04/29/2019 | Ward Jenkins | Yes | 05/01/2019 | ||
| 2019-04-16-27-2 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Colt Sweeny, CT D02 - Redding Northern Regional Laboratory | 04/26/2019 | Ward Jenkins | Yes | 05/01/2019 | ||
| 2019-04-16-27-3 | AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 04/29/2019 | Ward Jenkins | Yes | 05/01/2019 | ||
| 2019-04-16-27-4 | AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity) | Dennis Hickey, CT D02 - Redding Northern Regional Laboratory | 04/29/2019 | Ward Jenkins | Yes | 05/01/2019 | ||
| 2019-04-16-27-5 | AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler) | Colt Sweeny, CT D02 - Redding Northern Regional Laboratory | 04/29/2019 | Ward Jenkins | Yes | 05/01/2019 | ||
| 2019-04-16-27-6 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | Colt Sweeny, CT D02 - Redding Northern Regional Laboratory | 04/26/2019 | Ward Jenkins | Yes | 05/01/2019 | ||
| 2019-04-16-27-7 | AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index) | Terry McCormick and C. Sweeny, CT D02 - Redding Northern Regional Laboratory | 04/26/2019 | Ward Jenkins | Yes | 05/01/2019 | ||
| 2019-04-16-27-8 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 04/29/2019 | Ward Jenkins | Yes | 05/01/2019 | ||
| 2019-04-16-27-9 | ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 04/28/2019 | Ward Jenkins | Yes | 05/01/2019 | ||
| 2019-04-16-27-10 | AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness) | Agg Lab, CT D02 - Redding Northern Regional Laboratory | 05/15/2019 | Ward Jenkins | No | Info |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2019-04-16-27-1 CTM 204-June 2010 (Verified)
DIME Test ID: 2019-04-16-27-2 AASHTO T335-09r13 (Verified)
DIME Test ID: 2019-04-16-27-3 AASHTO T85-13 (Verified)
DIME Test ID: 2019-04-16-27-4 AASHTO T84-14 (Verified)
DIME Test ID: 2019-04-16-27-5 AASHTO T96-02r10 (Verified)
DIME Test ID: 2019-04-16-27-6 AASHTO T176-08 (Verified)
DIME Test ID: 2019-04-16-27-7 AASHTO T210-15 (Verified)
DIME Test ID: 2019-04-16-27-8 AASHTO T304-11 (Verified)
DIME Test ID: 2019-04-16-27-9 ASTM D4791-10 (Verified)
DIME Test ID: 2019-04-16-27-10 AASHTO T104-99r16