Summary for Test 2023-02-10-30-1
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 215486 DEA: 040A0204 EFIS: 0400000129 |
---|---|
DIST-CO-RTE-PM | 04-SON-1-15-15.7 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Construct roadway and bridge with structural concrete and CIDH piling |
Location Description | District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7 |
QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
Sample Taken Date | 02/10/2023 | Sample Unique Key | 30 |
---|---|---|---|
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 | 02/10/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA Type A |
The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Valdez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | BoDean Company | Transportation Laboratory (TL) Number | 861612 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | 1 | Structure unique identifier | |
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-49-0032 |
---|---|---|---|
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 | From the plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/4 inch | |
The concrete mix design number | Lot number | 1 | |
Sublot number | 1 | Aggregate Mix Number | D04 JMF 22 011 |
Test Details
DIME Sample ID: 2023-02-10-30
DIME Test ID: 2023-02-10-30-1
Testing Lab: CT D04 - Petaluma Field 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: 2023-03-22
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 02/13/2023
Clay Level (Test 1): 7.1
Sand Level (Test 1): 3.9
Clay Level (Test 2): 7.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 7
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 55
Sand Equivalent (Test 2): 55
Sand Equivalent (Test 3): 55
Sand Equivalent: 55
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/22/2023 ✔