Summary for Test 2023-09-13-61-3
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 993192 DEA: 024H4404 EFIS: 0218000119 |
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DIST-CO-RTE-PM | 02-PLU-70-0.0/29.9 |
Award Date | 02/10/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING. |
Location Description | PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89 |
QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
Sample Taken Date | 09/13/2023 | Sample Unique Key | 61 |
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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 | 09/14/2023 |
Sample type | Acceptance | A brief description of the sample | 2 bags of 3/4-inch Maximum Class 2 Aggregate Base |
The quantity of what the sample constitutes | 2000 cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Dawn | Last name of sampler or witnessed by | Sloatermen |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | D79344 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Joy Engineering | Transportation Laboratory (TL) Number | 858048 |
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) | Joy Engineering Rock Quarry |
---|---|---|---|
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 | Stockpile at Plant | |
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 |
Test Details
DIME Sample ID: 2023-09-13-61
DIME Test ID: 2023-09-13-61-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2023-09-29
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 09/27/2023
Clay Level (Test 1): 10.6
Sand Level (Test 1): 3
Clay Level (Test 2): 11.1
Sand Level (Test 2): 3
Clay Level (Test 3): 11.2
Sand Level (Test 3): 3
Sand Equivalent (Test 1): 29
Sand Equivalent (Test 2): 27
Sand Equivalent (Test 3): 27
Sand Equivalent: 28
General comments (publicly viewable) (Max 1000 characters): SE=28
Test was verified on 9/29/2023 ✔