Summary for Test 2020-12-03-8-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214397 DEA: 120N3204 EFIS: 1213000196 |
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DIST-CO-RTE-PM | 12-ORA-91-R9.8/R18.9 |
Award Date | 11/07/2019 |
Closeout Date | 07/01/2022 |
Work Description | CONST PRECAST SLAB REPLACEMENT, COLD PLANE AC PVMT AND PLACE RHMA. |
Location Description | ORANGE COUNTY IN ANAHEIM AND YORBA LINDA FROM 0.3 MILE WEST OF LAKEVIEW AVENUE OVERCROSSING TO RIVERSIDE COUNTY LINE |
QA Service Level | 1 (Verified on 12/02/2019) |
Sample Information
Sample Taken Date | 12/03/2020 | Sample Unique Key | 8 |
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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 | 12/07/2020 |
Sample type | Verification | A brief description of the sample | JMF 3/4" WMA-A-SP R25 0.25% LAS |
The quantity of what the sample constitutes | 4 Bags Coldfeed Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | RJ Noble Orange | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0686A-20 | 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) | 91-33-0035::EAGLE VALLEY QUARRY |
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The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
The plant number | 36R2508SPWEO | 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 | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-12-03-8
DIME Test ID: 2020-12-03-8-2
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: 2020-12-29
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: 12/10/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/29/2020 ✔