Summary for Test 2023-07-11-27-7
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
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DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS. |
Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET |
QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
Sample Taken Date | 07/11/2023 | Sample Unique Key | 27 |
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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 | 07/14/2023 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 0.5% LAS |
The quantity of what the sample constitutes | 3 Bags Of Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Martin | Last name of sampler or witnessed by | Marietta QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0366A-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CCA- Lake Elsinore | 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) | 91-33-0098 |
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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 CCA-Lake Elsinore | |
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 | 53417615FR | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-07-11-27
DIME Test ID: 2023-07-11-27-7
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: 2023-10-04
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: Satish Jain
Date of test: 07/21/2023
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 10/4/2023 ✔