Summary for Test 2019-08-12-9-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214006 DEA: 09373704 EFIS: 0918000004 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-178,395-75.0/81.0,R23.4/29.5 |
| Award Date | 04/19/2019 |
| Closeout Date | 01/06/2020 |
| Work Description | PLACE HMA (TYPE A) AND RHMA-G. |
| Location Description | KERN COUNTY ABOUT 11 MILES WEST OF INYOKERN ON ROUTE 178 FROM 2.0 MILES WEST TO 4.0 MILES EAST OF CANE BRAKE CREEK BRIDGE AND NEAR INYOKERN ON ROUTE 395 FROM 5.8 MILES NORTH TO 0.3 MILE SOUTH OF ROUTE 178/395 SEPARATION |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 08/12/2019 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 08/13/2019 |
| Sample type | Verification | A brief description of the sample | 1/2 HMA-A-SP R25 |
| The quantity of what the sample constitutes | PSE 11 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Blue Diamond Materials Victorville | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0483A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Agcon Inc Oro Grande, Cemex White Mountain | 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) | 91-36-0106, 91-36-0046 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | 300215 R25 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Blue Diamond Victorville Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 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: 2019-08-12-9
DIME Test ID: 2019-08-12-9-2
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: 08/19/2019
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 8/22/2019 ✔