Summary for Test 2020-02-14-13-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213733 DEA: 051C85U4 EFIS: 0518000156 |
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DIST-CO-RTE-PM | 05-SCR-1-10.2/17.5 |
Award Date | 02/19/2019 |
Closeout Date | 11/15/2021 |
Work Description | Santa Cruz 1 CAPM and Bridge Rails |
Location Description | SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM NORTH APTOS UNDERPASS TO JUNCTION ROUTE 9. |
QA Service Level | 1 (Verified on 02/14/2019) |
Sample Information
Sample Taken Date | 02/14/2020 | Sample Unique Key | 13 |
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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 | 03/04/2020 |
Sample type | Verification | A brief description of the sample | Aggregates for HMA-A |
The quantity of what the sample constitutes | One JMF | 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 | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Salinas | 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) | 91-27-0028::HANDLEY RANCH 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 | Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-02-14-13
DIME Test ID: 2020-02-14-13-2
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: 2020-03-20
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: Daniel Gingras
Date of test: 03/17/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
Weighted average percentage of fractured, coarse, 1 faced particles: 99 %
Percentage of fractured, fine, 1 faced particles tested: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/20/2020 ✔