Summary for Test 2019-09-11-11-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214032 DEA: 09378604 EFIS: 0918000080 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-58-R128.9/R135.1 |
| Award Date | 05/13/2019 |
| Closeout Date | 12/02/2019 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA. |
| Location Description | KERN COUNTY NEAR BORON FROM 1.3 MILES EAST OF CALIFORNIA CITY BOULEVARD TO 1.3 MILES WEST OF TWENTY MULE TEAM OVERCROSSING |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 09/11/2019 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 09/12/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 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 | William | Last name of sampler or witnessed by | Lucas |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0525A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Little Rock | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0008::LITTLEROCK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | 1468 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Granite Little Rock 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: 2019-09-11-11
DIME Test ID: 2019-09-11-11-2
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: 2019-10-07
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: 09/16/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 96 %
Weighted average percentage of fractured, coarse, 1 faced particles: 99 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/7/2019 ✔