Summary for Test 2023-12-04-47-1
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
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DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Cholame Segment |
Location Description | Not set |
QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
Sample Taken Date | 12/04/2023 | Sample Unique Key | 47 |
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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 | 12/28/2023 |
Sample type | Dispute Resolution | A brief description of the sample | 3/4 HMA-A cold feed aggregate |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Martha | Last name of sampler or witnessed by | SPM QC |
Title of sampler | witness J Cuellar CT TET | Telephone number of sampler | |
Laboratory sample identification | 23-Dispute-0196 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sierra Pacific - Avenal | Transportation Laboratory (TL) Number | C979508 |
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) | na |
---|---|---|---|
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 | Plant belt | |
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 | 3 | |
Sublot number | 10 | Aggregate Mix Number | L230077A |
Test Details
DIME Sample ID: 2023-12-04-47
DIME Test ID: 2023-12-04-47-1
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: 2024-01-02
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 01/02/2024
Clay Level (Test 1): 8.7
Sand Level (Test 1): 3.9
Clay Level (Test 2): 8.4
Sand Level (Test 2): 3.8
Clay Level (Test 3): 9.2
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 45
Sand Equivalent (Test 2): 46
Sand Equivalent (Test 3): 44
Sand Equivalent: 45
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/2/2024 ✔