Summary for Test 2025-02-26-15-5
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 1000681 DEA: 081J7204 EFIS: 0818000099 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-S0.0/S0.8,0.0/R15.0 |
| Award Date | 01/17/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, COLD PLANE AC PAVEMENT, HMA, RSP, AND MGS. |
| Location Description | SAN BERNARDINO COUNTY IN AND NEAR BARSTOW FROM 0.1 MILE WEST OF ROBERTA STREET TO MONTARA ROAD AND FROM ROUTE 15 TO 0.4 MILE EAST OF LAVA WASH BRIDGE |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 02/26/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 02/28/2025 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R25 LSM 1.0% |
| The quantity of what the sample constitutes | 3 bags comb LT Agg, 3 bags of each bin size virgin agg, 2 bags of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Alex | Last name of sampler or witnessed by | Samano |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0143A-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | LHoist North America/ Wor/ Agcon/ Calport/ Blue Diamond | 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) | Calportland Scheerer Quarry |
|---|---|---|---|
| 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 Blue Diamond Victorville Plant | |
| 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 | 300154 R25 LSM PG64-16 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-02-26-15
DIME Test ID: 2025-02-26-15-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2026-01-30
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: David Padilla
Date of test: 03/12/2025
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/30/2026 ✔