Summary for Test 2026-05-22-6-12
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 1001671 DEA: 11430274 EFIS: 1118000084 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-76-R17.5/52.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CULVERT RESTORATION, INSTALL CURB RAMPS, GUARDRAIL, & HMA-A. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF ROUTE 15 TO 0.1 MILE WEST OF ROUTE 79 |
| QA Service Level | 1 (Verified on 10/01/2025) |
Sample Information
| Sample Taken Date | 05/22/2026 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/22/2026 | Sample type | Verification |
| A brief description of the sample | JMF | The quantity of what the sample constitutes | 5 bags |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Gerardo |
| Last name of sampler or witnessed by | Cordero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta Lakeside | |
| 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) | See Mix |
|---|---|---|---|
| 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 23417105T3 |
Test Details
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DIME Sample ID: 2026-05-22-6
DIME Test ID: 2026-05-22-6-12
Testing Lab: CT D11 - District 11 Materials 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: 2026-06-03
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 06/02/2026
Mass of fractured, coarse, 2 faced particles tested: 3248 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 0 g
Mass of fractured, coarse, 1 faced particles tested: 3248 g
Mass of questionable, coarse, 1 faced particles tested: 0 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 67 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
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): Complies
Test was verified on 6/3/2026 ✔