Summary for Test 2020-03-20-28-3
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214251 DEA: 030H5304 EFIS: 0315000203 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-80-15.0/17.2 |
| Award Date | 09/27/2019 |
| Closeout Date | 12/07/2021 |
| Work Description | REPLACE WEIGH-IN-MOTION SYSTEM AND ADD A LANE INTO TRUCK SCALES. |
| Location Description | SACRAMENTO COUNTY IN SACRAMENTO AND CITRUS HEIGHTS FROM 0.7 MILE EAST OF GREENBACK LANE OVERCROSSING TO 0.3 MILE EAST OF ANTELOPE ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 07/22/2019) |
Sample Information
| Sample Taken Date | 03/20/2020 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/26/2020 | Sample type | Verification |
| A brief description of the sample | 3/4 inch Type A Aggregate | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Teichert |
| Last name of sampler or witnessed by | Teichert | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | JMF-020-009 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Perkins Batch Plant | |
| Transportation Laboratory (TL) Number | C741826 | 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) | 91-34-0045::ASPEN IV SOUTH |
|---|---|---|---|
| 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 | Lab batched from hot bin samples | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-20-28
DIME Test ID: 2020-03-20-28-3
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2020-08-21
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: Jeff Herbert
Date of test: 03/26/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 94 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/21/2020 ✔