Summary for Test 2021-07-09-4-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-R4.7/R12.6 |
| Award Date | Not set |
| Closeout Date | 01/23/2023 |
| Work Description | CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA. |
| Location Description | KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 11/06/2020) |
Sample Information
| Sample Taken Date | 07/09/2021 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/12/2021 | Sample type | Verification |
| A brief description of the sample | JMF 1/2" HMA-A-SP R25 0.8% Dry Lime | The quantity of what the sample constitutes | 2 Bags Coldfeed Agg., 2 Bags Agg., 2 Bags Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | William |
| Last name of sampler or witnessed by | Lucas | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0402A-21 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction Company Bigrock | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0046::BIG ROCK CREEK- GRANITE |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 1203 | A detailed description of where the material sample was collected | Belt Cut at Granite Construction Company Big Rock |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-07-09-4
DIME Test ID: 2021-07-09-4-5
Testing Lab: CT D08 - Fontana Southern Regional 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: 2021-07-19
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/14/2021
Clay Level (Test 1): 5.5
Sand Level (Test 1): 4.4
Clay Level (Test 2): 5.4
Sand Level (Test 2): 4.4
Clay Level (Test 3): 5.1
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 80
Sand Equivalent (Test 2): 82
Sand Equivalent (Test 3): 83
Sand Equivalent: 82
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/19/2021 ✔