Summary for Test 2020-08-12-20-2
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 214802 DEA: 031G7004 EFIS: 0319000135 |
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DIST-CO-RTE-PM | 03-SUT-99-28.0/30.6 |
Award Date | 05/18/2020 |
Closeout Date | 03/16/2021 |
Work Description | COLD PLANE AC PAVEMENT, RHMA OVERLAY, & INDUCTIVE LOOP DETECTORS. |
Location Description | SUTTER COUNTY IN AND NEAR YUBA CITY FROM 0.1 MILE NORTH OF SMITH ROAD TO ROUTE 20 |
QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
Sample Taken Date | 08/12/2020 | Sample Unique Key | 20 |
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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 | 08/20/2020 |
Sample type | Acceptance | A brief description of the sample | 1/2" cold feed RHMA-O |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Bamfield |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | 20-HMA-0164 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Desilva Gates-Marysville | Transportation Laboratory (TL) Number | C801766 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA or name of Pit) | not provided |
---|---|---|---|
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 | Auto Sampler at sources | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | 1 | |
Sublot number | 6 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-08-12-20
DIME Test ID: 2020-08-12-20-2
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2020-08-26
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 08/26/2020
Clay Level (Test 1): 5.1
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.4
Sand Level (Test 2): 4
Clay Level (Test 3): 5.4
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 75
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2020 ✔