Summary for Test 2020-04-02-7-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
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DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
Award Date | 11/26/2019 |
Closeout Date | 11/01/2023 |
Work Description | Remove concrete pavement and base, and place HMA and JPCP |
Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
Sample Taken Date | 04/02/2020 | 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 | 04/07/2020 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R24 |
The quantity of what the sample constitutes | JMF 3 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Clawlass | Last name of sampler or witnessed by | Dwelcer |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0186A-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, 91-33-0011 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R24 | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 53417615 | 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 | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-04-02-7
DIME Test ID: 2020-04-02-7-2
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: 2020-05-06
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: Michael Magana
Date of test: 04/09/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
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 5/6/2020 ✔