Summary for Test 2020-08-17-26-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214388 DEA: 051F6804 EFIS: 0514000046 |
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DIST-CO-RTE-PM | 05-MON-1-39.8/74.6 |
Award Date | 11/05/2019 |
Closeout Date | 08/17/2022 |
Work Description | RHMA OVERLAY ON EXISTING ROADWAY AND REPLACE GUARDRAIL. |
Location Description | MONTEREY COUNTY FROM TORRE CANYON BRIDGE NEAR BIG SUR TO SAN LUIS AVENUE IN CARMEL |
QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
Sample Taken Date | 08/17/2020 | Sample Unique Key | 26 |
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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 | 08/27/2020 |
Sample type | Verification | A brief description of the sample | Bags of Aggregate |
The quantity of what the sample constitutes | One JMF Renewal | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Gomez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Graniterock Aromas Batch | 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 | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | At the 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: 2020-08-17-26
DIME Test ID: 2020-08-17-26-2
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: 2020-08-31
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Historical
Date of test: 08/31/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2020 ✔