Summary for Test 2021-03-12-12-1
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214900 DEA: 034F8104 EFIS: 0314000291 |
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DIST-CO-RTE-PM | 03-GLE-32-L0.0/R0.3,0.1/0.9 |
Award Date | 06/15/2020 |
Closeout Date | 06/29/2021 |
Work Description | CONSTRUCT SIDEWALKS, CURB RAMPS, & DRIVEWAYS. |
Location Description | GLENN COUNTY IN ORLAND AT VARIOUS LOCATIONS FROM ROUTE 5 SOUTHBOUND OFF RAMP TO ROUTE 32 TO NINTH STREET/TEHAMA STREET AND FROM FOURTH STREET TO WOODWARD AVENUE |
QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
Sample Taken Date | 03/12/2021 | Sample Unique Key | 12 |
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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 | 03/12/2021 |
Sample type | Verification | A brief description of the sample | 3/4" sized untreated virgin aggregates |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Brad McKeehan (WITNESS) | Last name of sampler or witnessed by | KRC Personnel (SAMPLER) |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | JMF21-003 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Knife River Construction - Orland Drum Plant | Transportation Laboratory (TL) Number | C778174 |
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) | 91-11-0007 |
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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 | 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
DIME Sample ID: 2021-03-12-12
DIME Test ID: 2021-03-12-12-1
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: 2021-04-01
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: Thomas Stinnett
Date of test: 02/09/2021
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: 94 %
General comments (publicly viewable) (Max 1000 characters): JMF21-003.
Test was verified on 4/1/2021 ✔