Summary for Test 2024-04-29-39-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 04/29/2024 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 05/06/2024 |
| Sample type | Verification | A brief description of the sample | JMF-3/4" WMA-A-SP R15 0.5% EVO |
| The quantity of what the sample constitutes | 10 Bags Of Bin Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Esteban | Last name of sampler or witnessed by | Salgado |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0215A-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan - Sun Valley | 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) | 91-19-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Belt Cut at Vulcan- Sun Valley | |
| 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 | 220826 SVA SJR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-04-29-39
DIME Test ID: 2024-04-29-39-7
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: 2024-06-13
Test Results
Method: 1 - Combined 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: 05/12/2024
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/13/2024 ✔