Summary for Test 2019-04-10-17-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 212512 DEA: 120M9604 EFIS: 1213000068 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-73-22.5/25.7 |
| Award Date | 12/01/2017 |
| Closeout Date | 03/03/2020 |
| Work Description | COLDPLANE AC PVMTS , UPGRADE MBGR, CURB RAMPS AND CRASH CUSHION. |
| Location Description | IRVINE AND NEWPORT BEACH FROM BONITA CANYON DRIVE/FORD ROAD UNDERCROSSING TO 0.2 MILE SOUTH OF RED HILL AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 03/22/2018) |
Sample Information
| Sample Taken Date | 04/10/2019 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 04/15/2019 |
| Sample type | Verification | A brief description of the sample | 1/2 OGFC |
| The quantity of what the sample constitutes | JMF 3 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJ | Last name of sampler or witnessed by | Noble Company |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0230O-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hanson Aggregates | Transportation Laboratory (TL) Number | |
| 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) | 91-33-0035::EAGLE VALLEY QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 OGFC PG 64-10 | The fabricator/manufacturer designation for the sample | 43R001SPO |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-10-17
DIME Test ID: 2019-04-10-17-2
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: 2019-05-07
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: 04/23/2019
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 4/30/2019 ✔