Sample Record
Owner Lab
- CT HQ - Sacramento Hot Mix Asphalt Laboratory
DIME Sample ID 2019-04-01-42
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | 1 (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 04/01/2019 | Sample Unique Key | 42 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 04/01/2019 |
| Sample type | Verification | A brief description of the sample | 1/2" Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Barrett | Last name of sampler or witnessed by | Felder |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 04-03447 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
JMF Information
| Verification ID | JMF3513-2019-86 | Date Created | 12/02/2019 |
|---|---|---|---|
| JMF Submittal ID | JMF3511-208-2019-127 | JMF Status | Submittal Accepted for Verification |
| Producer Mix ID | GRF-17-G#-01-TEST-RHMA-G | Authorized Date | N/A |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
|---|---|---|---|---|---|---|---|---|
| 2019-04-01-42-1 | AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 04/01/2019 | Clinton Edmiston | Yes | 12/02/2019 | ||
| 2019-04-01-42-2 | AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 04/01/2019 | Clinton Edmiston | Yes | 12/02/2019 | ||
| 2019-04-01-42-3 | 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) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 04/01/2019 | Clinton Edmiston | Yes | 12/02/2019 | ||
| 2019-04-01-42-4 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 07/01/2019 | Clinton Edmiston | Yes | 12/02/2019 | ||
| 2019-04-01-42-5 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 04/01/2019 | Clinton Edmiston | Yes | 12/02/2019 | ||
| 2019-04-01-42-6 | CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 04/01/2019 | Clinton Edmiston | Yes | 12/02/2019 | ||
| 2019-04-01-42-7 | AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 04/01/2019 | Clinton Edmiston | Yes | 12/02/2019 | ||
| 2019-04-01-42-8 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 02/22/2019 | Clinton Edmiston | No | Info | ||
| 2019-04-01-42-9 | 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) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 02/22/2019 | Clinton Edmiston | No | Info |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2019-04-01-42-1 AASHTO T85-13 (Verified)
DIME Test ID: 2019-04-01-42-2 AASHTO T84-14 (Verified)
DIME Test ID: 2019-04-01-42-3 AASHTO T96-02r10 (Verified)
DIME Test ID: 2019-04-01-42-4 AASHTO T176-08 (Verified)
DIME Test ID: 2019-04-01-42-5 AASHTO T304-11 (Verified)
DIME Test ID: 2019-04-01-42-6 CTM 204-June 2010 (Verified)
DIME Test ID: 2019-04-01-42-7 AASHTO T210-15 (Verified)
DIME Test ID: 2019-04-01-42-8 AASHTO T335-09r13
DIME Test ID: 2019-04-01-42-9 ASTM D4791-10