Summary for Test 2019-07-20-1-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
| Award Date | 05/27/2016 |
| Closeout Date | 08/01/2023 |
| Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
| Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
| QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
| Sample Taken Date | 07/20/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 07/23/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R21 |
| The quantity of what the sample constitutes | JMF 7 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Irwindale | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0433A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fish Canyon - Irwindale | 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) | 91-19-0035::FISH CANYON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R21 | The fabricator/manufacturer designation for the sample | 220817A IRW SJR |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan Irwindale Plant |
| Where the material sample would have been placed if not sampled | Unknown | 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
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DIME Sample ID: 2019-07-20-1
DIME Test ID: 2019-07-20-1-2
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: 2019-08-22
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: 08/05/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
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 8/22/2019 ✔