Summary for Test 2020-07-02-13-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213970 DEA: 080K1214 EFIS: 0815000245 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-12.5/14.8 |
| Award Date | 12/23/2019 |
| Closeout Date | 01/18/2022 |
| Work Description | REPLACE PCC PAVEMENT WITH JPCP AND PRECAST JOINTED CONCRETE PAVEMENT. |
| Location Description | SAN BERNARDINO COUNTY IN FONTANA AND NEAR DEVORE FROM 0.3 MILE SOUTH OF SIERRA AVENUE UNDERCROSSING TO GLEN HELEN PARKWAY UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/12/2019) |
Sample Information
| Sample Taken Date | 07/02/2020 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 07/02/2020 |
| Sample type | Verification | A brief description of the sample | 3/8" HMA-A-SP R15 0.50% LAS Aggregate and RAP |
| The quantity of what the sample constitutes | PSUE 3 Bags coldfeed agg., 2 Bags rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Julius | Last name of sampler or witnessed by | Esonwune |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0404A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Corona | 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) | 91-33-0027::CORONA QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 424103 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 | 3/8 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-02-13
DIME Test ID: 2020-07-02-13-6
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: 2020-07-13
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 07/08/2020
Clay Level (Test 1): 5.5
Sand Level (Test 1): 4
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 74
Sand Equivalent: 74
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2020 ✔