Summary for Test 2019-04-25-3-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213527 DEA: 081E5604 EFIS: 0814000050 |
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DIST-CO-RTE-PM | 08--- |
Award Date | 11/19/2018 |
Closeout Date | 06/23/2021 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 04/25/2019 | Sample Unique Key | 3 |
---|---|---|---|
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 | 04/26/2019 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP |
The quantity of what the sample constitutes | PSE 12 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | VMC | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0247A-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Oro Grande | Transportation Laboratory (TL) Number | 030391 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-36-0137, 91-36-0042 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R-15 | The fabricator/manufacturer designation for the sample | 224112 ORO SJR |
The plant number | Unknown | A detailed description of where the material sample was collected | Maunfacturer |
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
DIME Sample ID: 2019-04-25-3
DIME Test ID: 2019-04-25-3-2
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: 2019-05-10
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: 05/01/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 92 %
Weighted average percentage of fractured, coarse, 1 faced particles: 96 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/3/2019 ✔