Summary for Test 2024-01-24-15-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58,204-R53.4/R54.5,R0.0/4.6 |
| Award Date | 10/06/2022 |
| Closeout Date | Not set |
| Work Description | MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS. |
| Location Description | KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET |
| QA Service Level | 1 (Verified on 07/28/2022) |
Sample Information
| Sample Taken Date | 01/24/2024 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 01/24/2024 |
| Sample type | Department Acceptance | A brief description of the sample | HMA type A |
| The quantity of what the sample constitutes | L1SL15 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Klinker |
| Title of sampler | Telephone number of sampler | 6617176041 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | Transportation Laboratory (TL) Number | |
| 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) | 91-15-0114::SOLARI SAND AND GRAVEL |
|---|---|---|---|
| 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 | coldfeed | |
| 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 | 1 | |
| Sublot number | 15 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-01-24-15
DIME Test ID: 2024-01-24-15-2
Testing Lab: CT D06 - Bakersfield 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: 2024-01-24
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: James Watson
Date of test: 01/24/2024
Clay Level (Test 1): 5.3
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 74
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 77
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters): L1SL15
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W15V4_37020_240124_L1SL15_HMAGradation_T11T27T176 | 115.96 KB | 01/24/2024 | 2024-01-24-15-2 | Info |
Test was verified on 1/24/2024 ✔