Summary for Test 2021-04-01-24-1
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 |
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DIST-CO-RTE-PM | 03-YUB-70-15.5/16.5 |
Award Date | 07/31/2019 |
Closeout Date | 08/30/2023 |
Work Description | SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055. |
Location Description | NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019. |
QA Service Level | 1 (Verified on 08/22/2019) |
Sample Information
Sample Taken Date | 04/01/2021 | Sample Unique Key | 24 |
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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 | 04/01/2021 |
Sample type | Verification | A brief description of the sample | 3/4" (Nominal Sized( Untreated Virgin 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 Personnel (SAMPLER) | Last name of sampler or witnessed by | Brad McKeehan (WITNESS) |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | JMF21-020A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Teichert-Hallwood Drum Plant | Transportation Laboratory (TL) Number | C706328 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Not Applicable |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-58-0006::HALLWOOD PLANT |
---|---|---|---|
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 | Cold Feed |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Not Applicable | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-01-24
DIME Test ID: 2021-04-01-24-1
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: 2021-05-04
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: 04/19/2021
Weighted average percentage of fractured, coarse, 2 faced particles: 92 %
Weighted average percentage of fractured, coarse, 1 faced particles: 96 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters): JMF21-020A.
Test was verified on 5/4/2021 ✔