Summary for Test 2020-07-01-24-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214924 DEA: 080M9004 EFIS: 0812000248 COOP: 081695 |
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DIST-CO-RTE-PM | 08-RIV-111-18.0/19.0 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | The purpose of the project is to provide a grade separated crossing over the existing UPRR, SR-111 and Hammond Road in the Mecca Community that will provide the following benefits: provide a secondary access point to the Community of Mecca. |
Location Description | The project is in Riverside County from 0.47 miles east of State Route 86 to 0.45 miles west of Johnson Street. |
QA Service Level | 2 (Verified on 04/22/2020) |
Sample Information
Sample Taken Date | 07/01/2020 | Sample Unique Key | 24 |
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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 | 07/13/2020 |
Sample type | Verification | A brief description of the sample | JMF 3/4" RHMA-G-SP 0.50% LAS Aggregate |
The quantity of what the sample constitutes | 3 Bags Combined Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Matich Cabazon | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0429G-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Matich-Cabazon | 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) | 91-33-0008, 91-36-0040 |
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The fabricator's/manufacturer's product name for the sample | 3/4 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
The plant number | CHP 68E | A detailed description of where the material sample was collected | Belt Cut at Matich Cabazon Plant |
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 | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-07-01-24
DIME Test ID: 2020-07-01-24-2
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: 2020-07-21
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: 07/16/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 94 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/21/2020 ✔