Summary for Test 2020-01-27-25-7
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213596 DEA: 051C8904 EFIS: 0513000009 |
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DIST-CO-RTE-PM | 05-MON-101-87.3/R91.5 |
Award Date | 12/13/2018 |
Closeout Date | 08/23/2023 |
Work Description | PRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS. |
Location Description | MONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD |
QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
Sample Taken Date | 01/27/2020 | Sample Unique Key | 25 |
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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 | 02/12/2020 |
Sample type | Verification | A brief description of the sample | Aggregate for HMA-A |
The quantity of what the sample constitutes | One JMF Renewal | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Romiza |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 20-J-002 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Graniterock Aromas Drum Plant | 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) | 91-35-0012::A.R. WILSON QUARRY |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | From the 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
DIME Sample ID: 2020-01-27-25
DIME Test ID: 2020-01-27-25-7
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-03-02
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 03/19/2019
Percentage of fractured, coarse, 2 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/2/2020 ✔