Summary for Test 2023-12-05-55-1
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| 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 | 12/05/2023 | Sample Unique Key | 55 |
|---|---|---|---|
| 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-0197 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sierra Pacific - Avenal | Transportation Laboratory (TL) Number | C979509 |
| 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 | 12 | Aggregate Mix Number | L230077A |
Test Details
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DIME Sample ID: 2023-12-05-55
DIME Test ID: 2023-12-05-55-1
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): 8.9
Sand Level (Test 1): 4
Clay Level (Test 2): 9.1
Sand Level (Test 2): 3.9
Clay Level (Test 3): 9.4
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 45
Sand Equivalent (Test 2): 43
Sand Equivalent (Test 3): 43
Sand Equivalent: 44
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/2/2024 ✔