Summary for Test 2022-09-07-79-7
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 993411 DEA: 120Q8204 EFIS: 1217000112 |
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DIST-CO-RTE-PM | 12-ORA-5-30.3/31.4 |
Award Date | 01/28/2022 |
Closeout Date | 07/27/2023 |
Work Description | COLD PLANE AC, OVERLAY WITH OGFC AND APPLY HFST. |
Location Description | ORANGE COUNTY IN TUSTIN AND SANTA ANA BETWEEN ROUTE 5/55 SEPARATION AND 0.4 MILE SOUTH OF GRAND AVENUE UNDERCROSSSING. |
QA Service Level | 1 (Verified on 12/15/2021) |
Sample Information
Sample Taken Date | 09/07/2022 | Sample Unique Key | 79 |
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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 | 10/04/2022 |
Sample type | Verification | A brief description of the sample | JMF 1/2" HMA-O-SP |
The quantity of what the sample constitutes | 3 Bags Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | RJ Noble | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0673O-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RJ 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 |
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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 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
DIME Sample ID: 2022-09-07-79
DIME Test ID: 2022-09-07-79-7
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: 2022-11-18
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: 10/11/2022
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 11/18/2022 ✔