Summary for Test 2020-12-08-9-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2 |
| Award Date | 04/18/2019 |
| Closeout Date | 06/28/2022 |
| Work Description | REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/17/2019) |
Sample Information
| Sample Taken Date | 12/08/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 12/18/2020 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R15 0.5% LAS |
| The quantity of what the sample constitutes | 4 Bags of Beltcut Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Materials-Corona Drum | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0705A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials - Corona Drum | 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) | 91-33-0027::CORONA QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 224112 CORD SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Corona 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 | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-12-08-9
DIME Test ID: 2020-12-08-9-6
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: 2020-12-31
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 12/29/2020
Clay Level (Test 1): 5.8
Sand Level (Test 1): 4.2
Clay Level (Test 2): 5.6
Sand Level (Test 2): 4
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 71
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/31/2020 ✔