Summary for Test 2023-09-22-7-3
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 |
|---|---|
| DIST-CO-RTE-PM | 06-KER, -46-26.1/30.2 |
| Award Date | 07/17/2023 |
| Closeout Date | Not set |
| Work Description | CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY. |
| Location Description | KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 09/22/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 09/22/2023 |
| Sample type | Acceptance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | HMA - aggregate sample per PSE | 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 | plant inspector | Telephone number of sampler | |
| 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 |
|---|---|---|---|
| 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 | HMA Plant Cold Feed | |
| 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 | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-09-22-7
DIME Test ID: 2023-09-22-7-3
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: 2023-09-22
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: James Watson
Date of test: 09/22/2023
Clay Level (Test 1): 5.3
Sand Level (Test 1): 4
Clay Level (Test 2): 5.4
Sand Level (Test 2): 4
Clay Level (Test 3): 5.5
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 75
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters): L1SL1
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442564_37037_230922_L1SL1_HMAGradation_T11T27T176 | 116.33 KB | 09/22/2023 | 2023-09-22-7-3 | Info |
Test was verified on 9/22/2023 ✔