Summary for Test 2020-04-15-41-1
Test performed: AASHTO T335-09r13
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
| Project Identifiers | Project ID: 214642 DEA: 031G6704 EFIS: 0319000117 |
|---|---|
| DIST-CO-RTE-PM | 03--- |
| Award Date | 03/17/2020 |
| Closeout Date | 01/13/2021 |
| Work Description | COLD PLANE AC PAVEMENT AND RHMA-G OVERLAY. |
| Location Description | GLENN COUNTY NEAR WILLOWS FROM 2.3 MILES EAST OF NYE CREEK BRIDGE TO 0.2 MILE WEST OF ROUTE 162/5 SEPARATION |
| QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
| Sample Taken Date | 04/15/2020 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/16/2020 | Sample type | Verification |
| A brief description of the sample | 3/4" RHMA-G | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Brad |
| Last name of sampler or witnessed by | Mckeehan (WITNESS) | Title of sampler | Knife River Construction personnel |
| Telephone number of sampler | Laboratory sample identification | JMF20-016 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | KRC Orland Drum Plant | |
| Transportation Laboratory (TL) Number | C779099 | 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) | 91-11-0007 |
|---|---|---|---|
| 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 | Cold Feed | |
| 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: 2020-04-15-41
DIME Test ID: 2020-04-15-41-1
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: 2021-01-11
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: Jeff Herbert
Date of test: 04/28/2020
Percentage of fractured, coarse, 2 faced particles tested: 90 %
Percentage of fractured, coarse, 1 faced particles tested: 96 %
Percentage of fractured, fine, 1 faced particles tested: 92 %
General comments (publicly viewable) (Max 1000 characters): JMF20-016. Test date estimated.
Test was verified on 1/11/2021 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.