Summary for Test 2023-07-10-30-7
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 |
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DIST-CO-RTE-PM | 08-RIV-10-R104.9/R134.2 |
Award Date | 03/24/2021 |
Closeout Date | Not set |
Work Description | PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW. |
Location Description | RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC |
QA Service Level | 1 (Verified on 03/01/2021) |
Sample Information
Sample Taken Date | 07/10/2023 | Sample Unique Key | 30 |
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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 | 07/12/2023 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R24 1.0% LSM |
The quantity of what the sample constitutes | 2 Bags Marinated Agg., 2 Bags Virgin Agg, 2 Bags Of Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Eduardo | Last name of sampler or witnessed by | Gomez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0362A-23 | 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 |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | CM203 |
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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 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 |
Test Details
DIME Sample ID: 2023-07-10-30
DIME Test ID: 2023-07-10-30-7
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: 07/18/2023
Percentage of fractured, coarse, 2 faced particles tested: 90 %
Percentage of fractured, coarse, 1 faced particles tested: 95 %
Percentage of fractured, fine, 1 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2023 ✔