Sample Record
Owner Lab
- CT D08 - Fontana Southern Regional Laboratory
DIME Sample ID 2025-06-09-73
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Project Information
| Project Identifiers | Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R134.0/R156.5 |
| Award Date | 06/22/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB |
| Location Description | RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 06/09/2025 | Sample Unique Key | 73 |
|---|---|---|---|
| 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 | 06/13/2025 |
| Sample type | Verification | A brief description of the sample | PSUE 110 K 3/4" HMA-a-SP R24 |
| The quantity of what the sample constitutes | 2 Bags Comb. L.T. Agg, 1 Bag Each Bin Treaded L.T. Agg, 3 Bags Virgin Agg (Bin ) 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kristopher | Last name of sampler or witnessed by | Martinez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0361A-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fisher Sand and Gravel-Tempe | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | CM203 |
|---|---|---|---|
| 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 | Belt Cut at Fisher Sand and Gravel | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | CA125MA | Lot number | |
| Sublot number | Aggregate Mix Number |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-06-09-73-1 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | Robert Guillen/R.J./D.M., CT D08 - Fontana Southern Regional Laboratory | 06/23/2025 | 07/11/2025 | No | Combined L.T. Aggregate Gradation | |||
| 2025-06-09-73-2 | AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity) | E.J., CT D08 - Fontana Southern Regional Laboratory | 06/18/2025 | 07/11/2025 | No | ||||
| 2025-06-09-73-3 | AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity) | Robert Guillen, CT D08 - Fontana Southern Regional Laboratory | 06/17/2025 | 07/11/2025 | No | ||||
| 2025-06-09-73-4 | 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) | Robert Guillen, CT D08 - Fontana Southern Regional Laboratory | 06/18/2025 | 07/11/2025 | No | ||||
| 2025-06-09-73-5 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | Robert Guillen, CT D08 - Fontana Southern Regional Laboratory | 06/17/2025 | 07/11/2025 | No | Public - Test Data Visible | |||
| 2025-06-09-73-6 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Satish Jain, CT D08 - Fontana Southern Regional Laboratory | 06/19/2025 | 07/11/2025 | No | ||||
| 2025-06-09-73-7 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Satish Jain, CT D08 - Fontana Southern Regional Laboratory | 06/19/2025 | 07/11/2025 | No | ||||
| 2025-06-09-73-8 | 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) | Satish Jain, CT D08 - Fontana Southern Regional Laboratory | 06/19/2025 | 07/11/2025 | No | ||||
| 2025-06-09-73-9 | CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates | Robert Guillen, CT D08 - Fontana Southern Regional Laboratory | 06/24/2025 | 07/11/2025 | No | Rap Gradation After Ignition | |||
| 2025-06-09-73-10 | CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates | Robert Guillen, CT D08 - Fontana Southern Regional Laboratory | 06/24/2025 | 07/11/2025 | No | Comb. L.T. Agg Gradation W/Rap Gradation Correlation Factors |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-06-09-73-1 AASHTO T27-14
DIME Test ID: 2025-06-09-73-2 AASHTO T84-14
DIME Test ID: 2025-06-09-73-3 AASHTO T85-13
DIME Test ID: 2025-06-09-73-4 AASHTO T96-02r10
DIME Test ID: 2025-06-09-73-5 AASHTO T176-08
DIME Test ID: 2025-06-09-73-6 AASHTO T304-11
DIME Test ID: 2025-06-09-73-7 AASHTO T335-09r13
DIME Test ID: 2025-06-09-73-8 ASTM D4791-10
DIME Test ID: 2025-06-09-73-9 CTM 202-November 2011
DIME Test ID: 2025-06-09-73-10 CTM 202-November 2011