Summary for Test 2019-05-10-14-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213638 DEA: 081E4604 EFIS: 0814000026 |
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DIST-CO-RTE-PM | 08-RIV-74-37.7/44.7 |
Award Date | 12/07/2018 |
Closeout Date | 03/23/2021 |
Work Description | CONSTRUCT RAISED MEDIAN CURBS AND LEFT TURNS, AND WIDEN SHOULDERS. |
Location Description | RIVERSIDE COUNTY IN AND NEAR HEMET FROM 0.1 MILE WEST OF WEST ACACIA AVENUE TO RAMONA EXPRESSWAY |
QA Service Level | 1 (Verified on 02/08/2019) |
Sample Information
Sample Taken Date | 05/10/2019 | Sample Unique Key | 14 |
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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 | 05/14/2019 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP |
The quantity of what the sample constitutes | JMF 6 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Corona | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0278A-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Corona | 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) | 91-33-0027, 91-33-0073 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP | The fabricator/manufacturer designation for the sample | 224112 CORD MPC |
The plant number | Unknown | A detailed description of where the material sample was collected | Munufacturer |
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: 2019-05-10-14
DIME Test ID: 2019-05-10-14-2
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: 2019-06-06
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: 05/29/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
Weighted average percentage of fractured, coarse, 1 faced particles: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2019 ✔