Summary for Test 2019-10-07-12-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214030 DEA: 073W8304 EFIS: 0717000113 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.2/9.2 |
| Award Date | 04/26/2019 |
| Closeout Date | 02/07/2020 |
| Work Description | REPLACE ASPHALT CONCRETE SURFACING AND APPLY SLURRY SEAL COAT. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH FROM 0.2 MILE NORTH OF PICO AVENUE OFFRAMP OVERHEAD TO 0.2 MILE SOUTH OF ROUTE 405/710 SEPARATION |
| QA Service Level | 1 (Verified on 05/22/2019) |
Sample Information
| Sample Taken Date | 10/07/2019 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 10/09/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 WMA-A-SP R15 |
| The quantity of what the sample constitutes | PSUE 3 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Loi | Last name of sampler or witnessed by | Nguyen |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0619A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hanson Aggregates, Mayhew Aggregates | 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) | 91-33-0035, 91-33-0014 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 36R1501SPW-O |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange 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: 2019-10-07-12
DIME Test ID: 2019-10-07-12-2
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: 2020-05-07
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: 10/15/2019
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 5/7/2020 ✔