Summary for Test 2020-09-11-7-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213808 DEA: 080N6704 EFIS: 0800000536 |
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DIST-CO-RTE-PM | 08-RIV-74-28.1/37.4 |
Award Date | 03/12/2019 |
Closeout Date | 04/28/2022 |
Work Description | CONSTRUCT RAISED MEDIAN AND LEFT TURN LANES. |
Location Description | RIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE. |
QA Service Level | 1 (Verified on 12/04/2019) |
Sample Information
Sample Taken Date | 09/11/2020 | Sample Unique Key | 7 |
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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 | 09/11/2020 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" RHMA-G-SP |
The quantity of what the sample constitutes | 2 Bags of Coldfeed | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Ramy | Last name of sampler or witnessed by | Mekai |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0528G-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | California Commercial Asphalt - 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 | 3/4 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
The plant number | 53418180 | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Lake Elsinore 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 | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-09-11-7
DIME Test ID: 2020-09-11-7-2
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: 2020-09-17
Test Results
Method: 2 - Individual 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: 09/15/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/17/2020 ✔