Summary for Test 2024-05-23-68-7
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 994147 DEA: 120R4104 EFIS: 1218000090 |
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DIST-CO-RTE-PM | 12-ORA-1-17.4/21.5 |
Award Date | 09/27/2022 |
Closeout Date | Not set |
Work Description | COLD PLANE AC AND PLACE RHMA-G. |
Location Description | ORANGE COUNTY IN NEWPORT BEACH FROM JAMBOREE ROAD TO SANTA ANA RIVER BRIDGE |
QA Service Level | 1 (Verified on 06/28/2023) |
Sample Information
Sample Taken Date | 05/23/2024 | Sample Unique Key | 68 |
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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 | 06/06/2024 |
Sample type | Verification | A brief description of the sample | JMF-RHMA-G-SP 0.25% EVO |
The quantity of what the sample constitutes | 4 Bags of comb. Agg, 1 Bag each of Scrap & Hi-Nat | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | R J Noble | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0280G-24 | 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) | 91-33-0014, 91-33-0027 |
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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 R J Noble- Orange | |
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 | 49R003ARSPWEO | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-05-23-68
DIME Test ID: 2024-05-23-68-7
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: 2024-07-10
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: 06/20/2024
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 7/10/2024 ✔