Summary for Test 2020-12-08-7-2
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 | 12/08/2020 | 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 | 12/16/2020 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA-A-SP R25 0.8% Dry Lime |
| The quantity of what the sample constitutes | 1 Bag Coldfeed Virgin Agg., 1 Bag L.T. Agg. 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Granite Construction Company-Littlerock | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0703A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company Little Rock | 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) | 91-19-0046, 91-19-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 13554 | A detailed description of where the material sample was collected | Belt Cut at Granite Little Rock Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 20 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-12-08-7
DIME Test ID: 2020-12-08-7-2
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: 2020-12-29
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 12/20/2020
Clay Level (Test 1): 4.5
Sand Level (Test 1): 3.6
Clay Level (Test 2): 4.7
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 80
Sand Equivalent (Test 2): 81
Sand Equivalent (Test 3): 79
Sand Equivalent: 80
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/29/2020 ✔