Summary for Test 2022-01-25-21-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213811 DEA: 112T2184 EFIS: 1116000174 |
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DIST-CO-RTE-PM | 11-SD-5-R38.4/R47.3 |
Award Date | 10/29/2018 |
Closeout Date | 01/03/2024 |
Work Description | (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement. |
Location Description | IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING. |
QA Service Level | 1 (Verified on 12/19/2018) |
Sample Information
Sample Taken Date | 01/25/2022 | Sample Unique Key | 21 |
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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 | 01/26/2022 |
Sample type | Quality Assurance | A brief description of the sample | 1/2" RWMA-G |
The quantity of what the sample constitutes | 4 boxes, 1 bag, 4 cans | From where was the sample collected | Source |
First name of sampler or witnessed by | MARCO | Last name of sampler or witnessed by | ESTUDILLO |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Otay | 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) | 91-37-0035::CHULA VISTA |
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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 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: 2022-01-25-21
DIME Test ID: 2022-01-25-21-2
Testing Lab: CT D11 - District 11 Materials 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: 2022-02-01
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: Daniel Smith
Date of test: 02/01/2022
Weighted average percentage of fractured, coarse, 2 faced particles: 97 %
Percentage of fractured, fine, 1 faced particles tested: 94 %
General comments (publicly viewable) (Max 1000 characters): Pass
Test was verified on 2/1/2022 ✔