Summary for Test 2020-01-01-4-1
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213943 DEA: 051G5704 EFIS: 0515000049 |
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DIST-CO-RTE-PM | 05-SLO-58-0.7/1.9 |
Award Date | 06/14/2019 |
Closeout Date | 05/06/2020 |
Work Description | COLD PLANE AC, PLACE RHMA-G AND RECONSTRUCT CURB RAMPS. |
Location Description | SAN LUIS OBISPO COUNTY AT SANTA MARGARITA FROM 0.7 MILE EAST OF ROUTE 101/58 SEPARATION TO J STREET |
QA Service Level | 1 (Verified on 08/20/2019) |
Sample Information
Sample Taken Date | 01/01/2020 | Sample Unique Key | 4 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
Sample type | Quality Control | A brief description of the sample | Virgin Aggregate |
The quantity of what the sample constitutes | 0 | From where was the sample collected | Other |
First name of sampler or witnessed by | Mr | Last name of sampler or witnessed by | Witness |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CalPortland | 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) | 91-40-0013 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-01-01-4
DIME Test ID: 2020-01-01-4-1
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: 2020-01-16
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 Faced
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 01/01/2020
Weighted average percentage of fractured, coarse, 1 faced particles: 99 %
General comments (publicly viewable) (Max 1000 characters): practice
Test was verified on 1/16/2020 ✔