Summary for Test 2021-05-24-22-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214596 DEA: 120R7804 EFIS: 1219000038 MINOR: 12A1870 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-1-9.48 |
| Award Date | 03/29/2021 |
| Closeout Date | Not set |
| Work Description | Modify Existing Electrical System |
| Location Description | ORANGE COUNTY, IN LAGUNA BEACH ON ROUTE 1 AT THE INTERSECTION OF BROADWAY. |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 05/24/2021 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 06/02/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 1/2" RWHMA_G-SP 0.25% Evotherm |
| The quantity of what the sample constitutes | 2 Bags Of Combined Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJ Noble Orange | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0326G-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | R J Noble Orange | 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, 91-33-0039 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RWHMA-G-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 50R003ARSPWEO | 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 | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-05-24-22
DIME Test ID: 2021-05-24-22-7
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: 2021-06-09
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: 06/06/2021
Percentage of fractured, coarse, 2 faced particles tested: 100 %
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 6/9/2021 ✔