Summary for Test 2020-04-24-1-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 213733 DEA: 051C85U4 EFIS: 0518000156 |
|---|---|
| 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 | 04/24/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/09/2020 | Sample type | Verification |
| A brief description of the sample | Bags of Aggregate | The quantity of what the sample constitutes | One JMF Verification |
| 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 Batch | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-27-0028::HANDLEY RANCH QUARRY |
|---|---|---|---|
| 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 | At 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
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DIME Sample ID: 2020-04-24-1
DIME Test ID: 2020-04-24-1-2
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: 2020-04-24
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: Daniel Gingras
Date of test: 04/15/2020
Percentage of fractured, coarse, 2 faced particles tested: 98 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/24/2020 ✔